Illinois Administrative Code
Title 92 - TRANSPORTATION
Part 1536 - GRADE CROSSING CLOSURE AND OPENING
Section 1536.20 - Criteria for Crossing Closure
Current through Register Vol. 48, No. 38, September 20, 2024
a) The hearing examiner shall assign the crossing proposed for closure to one of the following categories:
b) The categories listed in subsection (a) of this Section shall be differentiated by:
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:
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:
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:
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.