FAS 575 over CLARY CREEK
Map
Coordinates:
+40.08357, -89.9983340°05'01" N, 89°59'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 575 over CLARY CREEK |
Structure number: | 009300000000000 |
Old structure number: | 000009300001975 (from 1992 edition) |
Location: | 6 MI N NEWMANSVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2018] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 88.6 |
November 2016 | Fair | Good | Satisfactory | Satisfactory | 400 | 88.6 |
December 2014 | Fair | Good | Satisfactory | Fair | 550 | 77.6 |
December 2012 | Fair | Good | Satisfactory | Fair | 550 | 80.5 |
January 2011 | Fair | Good | Satisfactory | Fair | 550 | 80.3 |
May 2008 | Fair | Good | Satisfactory | Good | 550 | 91.3 |
March 2006 | Fair | Good | Satisfactory | Good | 550 | 91.3 |
January 2004 | Good | Good | Good | Good | 700 | 91.3 |
February 2002 | Good | Good | Good | Good | 700 | 91.3 |
February 2000 | Good | Good | Good | Good | 700 | 91.3 |
2000 | Good | Good | Good | Good | 700 | 91.3 |
December 1997 | Good | Good | Good | Good | 700 | 91.3 |
December 1995 | Good | Good | Good | Good | 450 | 90.9 |
December 1993 | Good | Very Good | Good | Good | 450 | 85.9 |
January 1992 | Good | Very Good | Good | Good | 450 | 85.9 |