|
The Massachusetts Department of Transportation – Highway Division
(MassDOT) is proposing to widen and relocate a portion
of Route 1 in Revere, Malden, and Saugus. The 2.4-mile project
begins 1,500 feet south of the Route 1/Route 60 interchange
(Copeland Circle) and proceeds north through the Route 1/Route
99 Interchange. (See
Figure 1)
Route 1 within the project area is primarily
a limited-access urban principal arterial highway that serves
as the major north-south roadway for communities north of Boston.
Heavy traffic congestion occurs
along Route 1, particularly north of Copeland Circle, because
of high traffic volumes and a reduction in the number of travel
lanes. North of Copeland Circle, Route 1 decreases from a six-lane
highway (three lanes northbound and three lanes southbound)
to a four-lane highway (two lanes northbound and two lanes southbound).
Route 1 returns to a six-lane highway beyond the Route 1/Route
99 Interchange. The Level of Service (LOS) along Route 1 within
the project limits is "D" during the morning peak
period and "F" during the evening peak period. Average
daily traffic is approximately 95,000 vehicles per day.

Copeland Circle (Route 1 at
Route 60 in Revere, looking North)
Substandard roadway geometry at the
exit and entrance ramps of the Route 1/Salem Street/Lynn Street
Interchange contributes to the high number of accidents and
congestion in this area. Roadway geometry deficiencies include
an absence of acceleration and deceleration lanes, tight turning
radii and the proximity of adjacent ramps. During the three-year
period from 1997 to 1999, a total of 122 accidents occurred
in this interchange area.

Salem Street/Lynn Street Interchange
(looking East)
The deficiencies of Route 1 are described
in The Lower North Shore Transportation Improvement Study,
a planning study completed by the Central Transportation Planning
Staff. The study recommends the reconstruction and widening
of Route 1 along the existing roadway alignment between Copeland
Circle and Route 99 and the reconstruction of the Route 1/Lynn
Street/Salem Street Interchange. This alternative would provide
some improvement to the safety and efficiency of Route 1 in
this area, however, as explained below, a more substantial improvement,
particularly in the roadways horizontal and vertical geometry,
is required.
An additional northbound and southbound
travel lane between Copeland Circle and Route 99 is critical
to the improvement of safety and reduction of traffic congestion
in this area. Several alternatives have been proposed in the
Environmental Notification Form (ENF) and subsequent correspondence
from MassDOT for further evaluation in the Environmental
Assessment/Environmental Impact Report, (EA/EIR)

Route
1/Route 99 Interchange (Saugus,
looking West)
MassDOT took steps to improve this segment
of Route 1 by filing an Environmental Notification Form (ENF)
describing the project (see
Project Documents), pursuant to the Massachusetts Environmental
Policy Act (MEPA, G.L. c.30, ss. 61-62H), and MEPA regulations
(301 CMR 11.00) . Filed in November 2003, the ENF cites the
previous regional traffic studies and reinforces the overall
purpose and need for the proposed improvements - to improve
the safety as well as the efficiency of Route 1 in this area.
In the ENF, nine preliminary alternatives
are defined and presented as having the potential to address
project purpose and need. Recognizing that the identification
of alternatives is a fluid process, particularly in the early
stages of project planning, the Secretary of Environmental Affairs,
in the Certificate on the ENF, directed MassDOT to explain
any changes "based on comments received and/or adjustments
of the design between now and the filing of the EIR." In
fact, following filing of the ENF and in response to comments
on that document, MassDOT added another alternative, referred
to as "10C."
These 10 alternatives (1-9 and 10C) will be
carried forward into the EA/EIR and are summarized in Table
1 below.
An ENF and mandatory EIR is required
for this project pursuant to MEPA Regulations at 301 CMR 11.03(1)(a)2
and 11.03(6)(1) 1.b. The project involves the creation of greater
than ten acres of impervious area and the widening of an existing
roadway by one or more travel lanes for two or more miles. The
EIR is under preparation and will be combined with an Environmental
Assessment to meet Federal Highway Administration (FHWA) and
MEPA requirements.
Project Schedule
A preliminary schedule for preparing the Environmental
Assessment/Environmental Impact Report is shown below. Tentative
schedules for the design and construction phases of the project
are included for information. As permitting and funding activities
for the project advance, this schedule may be modified.
Project Schedule
 |
The Project schedule has been modified,
Click image to view the handout from the
February 8, 2007 Public Open House
|
|
Table
1
Proposed Route 1 Improvement Alternatives
|
|
Alternative 1
|
No Build - Leave Route 1 in current state.
|
|
Alternative 2
|
Widen Route 1 from four to six lanes along current alignment
and modify exit and entrance ramps to improve safety.
|
|
Alternative 3
|
Reconstruct and widen Route 1 from four to six lanes
along a "straight line" alignment through the
Rowes Quarry site. Replace Route 1/Lynn Street/Salem
Street Interchange with diamond-shaped interchange.
|
|
Alternative 4
|
Same as Alternative 3, but along a slightly more western
alignment through Rowes Quarry.
|
|
Alternative 5
|
Same as Alternative 4, but along a slightly more western
alignment through Rowes Quarry.
|
|
Alternative 6
|
Same as Alternative 5, but along a slightly more western
alignment through Rowes Quarry.
|
|
Alternative 7
|
Same as Alternative 6, but along a slightly more western
alignment through Rowes Quarry. This alignment is
close to the existing Route 1 alignment.
|
|
Alternative 8
|
Reconstruct and widen Route 1, realigning it 1,200 feet
to the east through the Rowes Quarry Property. This
alignment is the same as Alternative 5 but with fewer
wetland impacts.
|
|
Alternative 9
|
Reconstruct and widen Route 1 from four to six lanes
along a more westerly alignment than Alternative 8. Replace
Route 1/Lynn Street/Salem Street Interchange with diamond-shaped
interchange.
|
|
Alternative 10C
|
Construct new lane in each direction on Route 1 and new
exit ramp from Route 1 SB to Route 60 EB. Reconstruct
intersection of Route 1 and Salem/Lynn Street to provide
longer acceleration/deceleration lanes. Provide driveways
on Route 1 NB for Overlook development access.
|
|