RT C E over INDIAN CR
Map
Coordinates:
+36.73242, -94.3120936°43'57" N, 94°18'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RT C E over INDIAN CR |
Structure number: | 8450 |
Old structure number: | R 567 1 (from 1992 edition) |
Location: | S 7 T 23 N R 31 W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 104.0 ft. [31.7 m] |
Total length: | 267.1 ft. [81.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 686 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 31.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,560,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Serious | Fair | Satisfactory | 686 | 31.2 |
October 2016 | Fair | Fair | Good | Satisfactory | 680 | 47.3 |
October 2014 | Fair | Fair | Very Good | Good | 554 | 47.9 |
November 2012 | Fair | Fair | Very Good | Good | 660 | 47.4 |
January 2011 | Fair | Fair | Very Good | Good | 702 | 47.0 |
January 2009 | Fair | Fair | Very Good | Good | 718 | 46.9 |
January 2007 | Fair | Fair | Very Good | Good | 684 | 47.0 |
October 2004 | Good | Good | Very Good | Good | 672 | 48.2 |
November 2002 | Good | Good | Very Good | Good | 738 | 47.9 |
January 2002 | Good | Good | Very Good | Good | 742 | 47.9 |
October 2000 | Good | Good | Very Good | Good | 792 | 40.3 |
November 1999 | Good | Good | Very Good | Good | 769 | 40.4 |
October 1998 | Good | Good | Very Good | Good | 769 | 40.4 |
October 1997 | Good | Good | Very Good | Good | 769 | 40.4 |
November 1995 | Good | Good | Good | Good | 600 | 48.3 |
January 1995 | Good | Good | Good | Good | 550 | 48.5 |
December 1993 | Good | Good | Good | Good | 541 | 48.5 |
November 1992 | Good | Good | Good | Good | 541 | 48.5 |
November 1991 | Good | Good | Good | Good | 510 | 48.7 |