a)
The hearing examiner shall assign the crossing proposed for closure to one of
the following categories:
1) Category 1: the
crossing is located in an incorporated area and the crossing is
signalized;
2) Category 2: the
crossing is located in an incorporated area and the crossing is
unsignalized;
3) Category 3: the
crossing is located in an unincorporated area and the crossing is signalized;
or
4) Category 4: the crossing is
located in an unincorporated area and the crossing is unsignalized.
b) The categories listed in
subsection (a) of this Section shall be differentiated by:
1) the crossing's ADT; and
2) the crossing's Train Volume and Speed
Index (TVSI), which is calculated by taking the average number of freight and
passenger train movements per day which use the crossing and multiplying each
by their maximum timetable train speed. This calculation is represented by the
following equation:
TVSI = (Tf x Sf)
+ (Tp x Sp)
Where:
TVSI = Train Volume and Speed Index
Tf = Average number of freight
trains/day
Tp = Average number of passenger
trains/day
Sf = Maximum timetable speed for freight
trains
Sp = Maximum timetable speed for
passenger trains
c) The ADT and TVSI thresholds for each
category are:
|
Category
|
Characteristics
|
Closure Criteria
|
|
1:
|
Incorporated/Signalized*
|
ADT [LESS THAN OR EQUAL TO]125 and TVSI [GREATER THAN
OR EQUAL TO] 240
|
|
2:
|
Incorporated/Unsignalized
|
ADT [LESS THAN OR EQUAL TO]175 and TVSI [GREATER THAN
OR EQUAL TO] 240
|
|
3:
|
Unincorporated/Signalized*
|
ADT [LESS THAN OR EQUAL TO]75 and TVSI [GREATER THAN OR
EQUAL TO] 300
|
|
4:
|
Unincorporated/Unsignalized
|
ADT [LESS THAN OR EQUAL TO]100 and TVSI [GREATER THAN
OR EQUAL TO] 300
|
* Where signal equipment or last circuitry update is 10 years
old or older.
d) The
Commission shall determine if the crossing meets the following criteria:
1) the crossing has a permanent or seasonal
obstruction(s) whereby the visibility of trains to motorists approaching the
crossing or to motorists stopped at the crossing is not adequate per Appendix
1, "A Policy of Geometric Designs of Highways and Streets", incorporated in
Section
1536.10(b)(9)
of this Part;
2) the crossing has
an ADT value less than or equal to the threshold for the category;
and
3) the crossing has a TVSI
value equal to or greater than the threshold for the assigned
category.
e) The
Commission shall consider evidence regarding the amount of adverse distance
which closure will cause. For the purposes of this Part, adverse distance is
defined as the distance which must be traveled, from one side of the crossing
to be closed to reach a point adjacent to and on the opposite side of the
crossing, via the nearest alternate public crossing and roadway. The Commission
shall also consider the adequacy of the alternate crossing and
roadway.
f) The alternate public
crossing shall not be considered adequate unless, in the case of an at-grade
crossing, it is equipped with automatic warning devices and conforms with the
requirements of 92 Ill. Adm. Code
1535, or it is grade separated.
g) The alternate roadway shall be considered
adequate if:
1) it is a roadway with an
all-weather surface;
2) it is of
sufficient width to accommodate its existing vehicular traffic plus the
vehicular traffic rerouted by the closure, as determined by IDOT's Bureau of
Local Roads and Streets;
3) when an
existing road is used as an alternate, the roadway is already, or may legally
be, utilized by the same types of vehicular traffic as the roadway where the
crossing is sought to be closed; and
4) rerouting of the crossing's vehicular
traffic over the alternate roadway will not have a significant adverse effect
on public safety. Factors to be considered in making this determination
include:
A) the extent to which rerouting
will cause or increase an unsafe and incompatible mix of traffic on the
alternate roadway;
B) the extent to
which rerouting will increase emergency response time; and
C) any other evidence of record relating to
the safe public use of the alternate roadway.
h) Proponents of the closure will bear the
burden of proving the alternate public crossing and roadway meet the
requirements in subsections (f) and (g) above or will meet them after
improvements have been made.
i) The
alternate public crossing will not be considered adequate if the amount of
adverse distance, as measured along the centerline of the routes which comprise
the alternate roadway, which the closure will cause:
1) is greater than 0.75 miles when any part
of the railroad right-of-way or highway right-of-way at the crossing lies
within an incorporated town, village or city, or abuts the corporate limits of
any town, village or city; or
2) is
greater than four miles in any other case.
j) The Commission shall order the crossing
closed if it meets the criteria set forth in subsections (d), (f), (g) and (i)
of this Section or if, under the provisions of Section 18c-7401 of the Illinois
Commercial Transportation Law [625 ILCS 5/18c-7401 ] (ICTL),
the Commission finds, based on the totality of evidence presented, that public
safety requires the crossing be closed and that public convenience served by
the crossing in question is not such as to justify its further retention. No
two consecutive crossings shall be closed in a row without the consent of the
affected highway agency(s) if the distance between the two crossings from the
centerline of each crossing along the railroad's centerline is equal to or
greater than one mile.
k) The
Commission shall, when such action is supported by the evidence, order the
construction of a turn-around or cul-de-sac to accommodate school bus traffic
and/or highway maintenance equipment affected by the crossing
closure.
l) The Commission shall
allocate the cost of any improvements found necessary to accommodate a crossing
closure required by this Section among the railroad, IDOT and the Grade
Crossing Protection Fund. The Commission may also allocate costs to the highway
agency when evidence of record supports such allocation.