S GRAND AVE over FLAT CR
Map
Coordinates:
+38.65614, -93.2407038°39'22" N, 93°14'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S GRAND AVE over FLAT CR |
Structure number: | 19867 |
Old structure number: | 2370020 080 (from 1992 edition) |
Location: | S 21 T 45 N R 21 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 170.0 ft. [51.8 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Vertical clearance above deck: | 18.4 ft. [5.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 400 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 59.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $571,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Fair | 400 | 59.8 |
February 2016 | Fair | Good | Fair | Fair | 400 | 60.0 |
February 2014 | Fair | Good | Fair | Fair | 400 | 63.0 |
February 2012 | Fair | Good | Fair | Fair | 400 | 63.0 |
February 2010 | Fair | Good | Fair | Fair | 400 | 63.0 |
February 2008 | Fair | Very Good | Fair | Fair | 400 | 63.0 |
February 2006 | Fair | Very Good | Fair | Fair | 400 | 63.0 |
February 2004 | Fair | Very Good | Fair | Fair | 400 | 63.0 |
February 2002 | Fair | Very Good | Fair | Fair | 400 | 63.0 |
March 2000 | Fair | Very Good | Fair | Fair | 400 | 63.0 |
January 1998 | Fair | Very Good | Fair | Fair | 400 | 63.0 |
January 1990 | Fair | Very Good | Fair | Satisfactory | 400 | 60.0 |