SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 40’ Fair INTERSECTING ROADS: Washington Street Approx. 435 Ft. North Commercial Entrances Approx. 105 Ft. North & 85 Ft. South TRAFFIC CONTROL Traffic Signals at Washington Street – Not Interconnected Commercial Entrances – Xxxxxx traffic does not stop ADT & SPEED 1200 ADT (32% Heavy Commercial Trucks) @ 30 mph (posted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING Yes on both approaches PAVEMENT MARKING None* FREIGHT TRAFFIC 5/day @ 10 MPH; 1 Switch Movement, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (AFLS-only, no Gates or Bell) NOTES: *City needs to refresh the “RXR” and Stop Bars on both approaches, per the most current edition of the Manual on Uniform Traffic Control Devices (MUTCD). VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 MPH Along Roadway 222 FEET Along Tracks 99 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. NE ok none obstr trees/buildings NW ok none obstr trees SE ok none obstr building SW ok* *signal cabin partially obstructs view ok none *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2: See Page 3 25 100.0 0.0% 25 99.0 4.0% 50 100.2 0.8% 50 98.4 2.4% Distance measured from outermost rail. See Page 3 for a Location Sketch (Aerial Photo) of the crossing. The City of East Peoria (City) has estimated roadway approach costs, in the amount of $78,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204 on the south highway approach to the crossing. Staff recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $78,000. Staff would normally recommend that the City pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the City is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs. Since the GCPF is a Motor Fuel Tax-based funding source, the highway approach design should also meet the minimum 3R guidelines for existing ...
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main Full Depth Timber 32’ Fair
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main Full Depth Concrete 32’ Good
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Rubber & Asphalt 24’ Good
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 24’ Good INTERSECTING ROADS: None within 500 Feet TRAFFIC CONTROL N/A ADT & SPEED 125 ADT (8% Trucks) @ 55 mph (unposted) TRAFFIC TYPE Passenger, School Bus, Semi-Trucks, Hazardous Materials, all possible. ADVANCE WARNING None* PAVEMENT MARKING N/A – Oil & Chip FREIGHT TRAFFIC 6/day @ 40 MPH; 2 Switch Movements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/YIELD Signs NOTES: *Township needs to install and maintain W10-1 (round yellow) railroad advance warning signs on both highway approaches to the crossing, per the MUTCD and 92 Ill. Adm. Code 1535.310 (Exhibit C).
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main-N) Full Depth Timber 18’ Fair INTERSECTING ROADS: None TRAFFIC CONTROL N/A ADT & SPEED 50 ADT @ 55 mph (not posted) TRAFFIC TYPE Passenger Vehicles ADVANCE WARNING No PAVEMENT MARKING N/A (Oil & Chip Surface) FREIGHT TRAFFIC 26/day @ 60 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/YIELD Signs NOTES:
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Full Depth Timber 24’ Fair SA 2155 - EXH. B, Page 2 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR STATE OF ILLINOIS SA 2155 - EXH. B1, Page 1 SA 2155 - EXH. B1, Page 2 ***** MAINTAIN PROPRIETARY CONFIDENTIALITY ***** BNSF RAILWAY COMPANY FHPM ESTIMATE FOR STATE OF ILLINOIS
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Full Depth Rubber (2021) 108’ Good
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main Full Depth Timber 32’ Fair SE * OK * OK NW * OK 400’* Trees SW * OK 200’* “ NE * OK 100’* “
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 (Main) Full Depth Composite 32’ Good INTERSECTING ROADS: Xxxxxx Xx. – 181 ft. North Mill St. – 241 ft. South TRAFFIC CONTROL Xxxxxx St. – STOP signs on Xxxxxx; (Xxxxxxxxx does not stop) Mill St. – STOP signs on Mill (Xxxxxxxxx does not stop) ADT & SPEED 450 ADT (4% Trucks) @ 30 mph (posted) TRAFFIC TYPE Passenger, School Bus, Hazardous Materials, all possible. ADVANCE WARNING Signs need (re)placed on both approaches* PAVEMENT MARKING N/A – Oil & Chip FREIGHT TRAFFIC 4/day @ 25 MPH; 2 Switch Movements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (No Gates) NOTES: *City will need to replace the W10-1 (round yellow) railroad advance warning signs on both highway approaches to the crossing. For urban low speed streets, the signs need to be placed at least 100 feet from the crossing on each side, per the MUTCD and 92 Ill. Adm. Code 1535.310 (see Exhibit C).
