SURFACE TYPE SURFACE WIDTH SURFACE CONDITION Sample Clauses

SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Full Depth Rubber (2021) 108’ Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: US 36 – 58’ Southwest TRAFFIC CONTROL Traffic Signal at US 36 & Airport Rd (Highway-Rail Interconnect) ADT & SPEED 7,300 ADT @ 30 mph (posted) TRAFFIC TYPE Passenger, School Buses, Hazardous Materials, all possible. ADVANCE WARNING Yes PAVEMENT MARKING Yes (faded*) RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 3/day @ 30 MPH, 0 Switch Movements, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Automatic Flashing Light Signals (No Gates); Pre-signal Traffic Signal NOTES: *The City needs to renew the railroad advance warning pavement markings (“RXR”) on the northeast and southwest highway approaches, in accordance with the minimum requirements of 92 Ill. Adm. Code 1535.310 (Exhibit C1) and the most current revision of the Manual on Uniform Traffic Control Devices (MUTCD). The City also needs to renew the pavement cross-hatching and stop bars on the northeast and southwest highway approaches, in accordance with Exhibit C2. VISIBILITY STUDY: See Location Sketch Train Speed 30 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 297 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 721 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. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok* *glare from vehicle headlights on US 36 may detract from train headlights in hours of darkness obstr. seasonal crops off R.R. R.O.W. NW ok* *same as above obstr. seasonal crops off R.R. R.O.W. SE ok* *same as above obstr. parallel road – train may be approaching from behind SW ok* *same as above obstr. parallel road – train may be approaching from behind *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch from 2007 on Page 3.1 DIRECTION/South DIRECTION/North DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 99.4 -2.4% 25 100.1 -0.4% 50 98.7 -2.8% 50 100.1 0.0% Distance measured from outermost rail. COMMENTS:
AutoNDA by SimpleDocs
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. 1 W (Siding) Concrete Panel 66’ Good 2 Concrete Panel 66’ Good 3 Concrete Panel 66’ Good ROADWAY DATA: See Location Sketch INTERSECTING ROADS: NA TRAFFIC CONTROL NA ADT & SPEED 14,200 @ 30 MPH (6%Trucks) TRAFFIC TYPE Cars, trucks/trailers, buses ADVANCE WARNING Yes PAVEMENT MARKING Yes RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 24 Per day @ 30 MPH Day & Night PASSENGER TRAFFIC NA WARNING DEVICES Four Quadrant Gates with Cantilevers/Gates/Bells COMMENTS: Crossing Surface Reconstruction completed by the Belt Railway Company of Chicago. Reimbursement for replacement of vehicle detection inductance loops and installation of Island Radar associated with the four quadrant gates. Xxxxx Electric Company, Inc. 000 X. Xxx Xxx. XX Xxx 000 XxXxxxxx, XX 00000 ICC Stipulated Agreement 2088 Exhibit B : Vehicle Detection Reimbursement Work Order 9848 INVOICE #9848 Site: BELT RAILROAD OF CHICAGO ATTN: XXX XXXXX 0000 X. XXXXXXX XXXX Xxxx To: BELRAI BELT RAILWAY COMPANY 0000 X. XXXXXXX XXX. XXXXXXX XXXX, XX 00000 XXXXXXX XXXX, XX 00000 OWNER PHONE: 000 000-0000 CUSTOMER PO # : CONTACT: Xxxx Xxxxxxx TECHNICIAN: JOB SITE PHONE: OTHER: 000 000-0000 ORDERED DATE: 08/07/20 ARRIVAL: TIME: 15:07 QUOTE: 16,736.00 TYPE: Maintenance Work Order SITE ID: 10016 WORK DATE: FINISHED DATE: 09/03/20 WORK ORDERED: 00xx XXXXXX CROSSING-FURNISH AND INSTALL 16 EACH 6X6 PRE-FORM LOOPS WITH 50-FOOT LEAD INS AT THE 67TH STREET CROSSING-SPLICE LOOPS IN EXISTING JUNCTION BOXES - PER PROPOSAL ATTACHED NOTES & COMMENTS: WORK COMPLETED: 8-26-20 Repaired and extended 4 ducts under tracks on west side. Pulled mule tape into junction box. 8-31-20 Repaired and extended 4 ducts under tracks on east side. Pulled mule tape into junction box. Repaired one duct that was pulled apart at the coupling on west side by track sweeper. 09-02-20. Installed railroad loops. LABOR & MATERIALS USED: Technician ZZ-ServTrk Service Truck Journeyman Journeyman Hours Rate Extension LABOR TOTAL: Task Description Extension QUOTED JOB Work Performed Per Proposal 16,736.00 TOTAL: 16,736.00 INVOICE TOTAL: 16,736.00 Stipulated Agreement 2088 Illinois Commerce Commission Exhibit C: BRC - Island Radar Cost Estimate BRC - 67th Crossing Radar (Labor) LABOR Foundations & Mast Hours Comm hrs 128 Radars, Camera Mounting, Sighting 48 Wiring and Testing 48 Verify State Link 16 TOTAL HRS 240 SUBTOTAL LABOR $ 15,600.00 BRC - 67th Crossing Radar (Material) L&W Foundations & Poles 8157.08 Island Radar - Wavetronix Material 28,575.20 Island...
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Track 1 Timber & Asphalt 24’ Good ROADWAY DATA: See Location Sketch 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 RAILROAD DATA: See Location Sketch 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. Track 1 Timber & Asphalt 40’ Fair ROADWAY DATA: See Location Sketch 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* RAILROAD DATA: See Location Sketch 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).
SURFACE TYPE SURFACE WIDTH SURFACE CONDITION. Main Full Depth Timber 31’ Fair ROADWAY DATA: See Location Sketch INTERSECTING ROADS: N/A TRAFFIC CONTROL None ADT & SPEED 10 Vehicles Per Day @ 55 MPH unposted TRAFFIC TYPE Seasonal/Agricultural* ADVANCE WARNING Yes PAVEMENT MARKING No RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 5 Per day @ 60 MPH, Day & Night PASSENGER TRAFFIC None WARNING DEVICES Crossbucks w/ YIELD signs NOTES: *Traffic Type is primarily agricultural and seasonal in nature. Traffic count of 10 vehicles per day is significantly higher during planting and harvesting seasons. The ICC previously denied a BNSF Petition to close Xxxxxx Creek road on both sides of 069128P. Commission Staff therefore recommends automatic warning devices due to partial/seasonal stopping sight distance obstructions.
Time is Money Join Law Insider Premium to draft better contracts faster.