TR 150 over HARTLINE CREEK
Map
Coordinates:
+37.30374, -89.2647737°18'13" N, 89°15'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR 150 over HARTLINE CREEK |
Structure number: | 002306500000000 |
Old structure number: | 000002306502970 (from 1992 edition) |
Location: | NEAR ELCO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 58.4 ft. [17.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 15° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 175 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Good | 175 | 98.0 |
March 2016 | Fair | Very Good | Satisfactory | Very Good | 225 | 98.0 |
March 2014 | Fair | Very Good | Satisfactory | Very Good | 225 | 98.0 |
March 2012 | Fair | Very Good | Satisfactory | Very Good | 225 | 100.0 |
May 2008 | Good | Very Good | Very Good | Very Good | 225 | 100.0 |
April 2004 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
May 2000 | Good | Very Good | Very Good | Very Good | 200 | 100.0 |
February 1995 | Good | Very Good | Very Good | Very Good | 200 | 100.0 |
January 1993 | Good | Very Good | Very Good | Very Good | 175 | 100.0 |
January 1991 | Good | Very Good | Very Good | Excellent | 175 | 100.0 |