TR 3 - COUNTY LINE over TRIB TO COOPER CR
Map
Coordinates:
+37.33530, -89.2651237°20'07" N, 89°15'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR 3 - COUNTY LINE over TRIB TO COOPER CR |
Structure number: | 002311100000000 |
Location: | 0.75 MI W of IL 127 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 67.6 ft. [20.6 m] |
Total length: | 70.5 ft. [21.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 35° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 450 | 88.6 |
October 2015 | Good | Excellent | Excellent | Excellent | 450 | 88.6 |