FM over EAST 102 RIVER
Map
Coordinates:
+40.63355, -94.7489140°38'01" N, 94°44'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM over EAST 102 RIVER |
Structure number: | 000000000321270 |
Location: | 067340905 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 201.1 ft. [61.3 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Skew angle: | 23° |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Year reconstructed: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2016] |
Deck condition: | Poor [4 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: | 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 minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 59.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Poor | Poor | Fair | Fair | 70 | 59.5 |
June 2015 | Poor | Poor | Fair | Fair | 70 | 59.5 |
June 2013 | Poor | Poor | Fair | Fair | 70 | 59.5 |
May 2011 | Poor | Poor | Fair | Fair | 60 | 59.3 |
June 2009 | Poor | Poor | Fair | Fair | 60 | 59.0 |
May 2007 | Poor | Poor | Fair | Fair | 60 | 59.3 |
March 2005 | Poor | Poor | Fair | Fair | 60 | 59.3 |
April 2003 | Poor | Poor | Fair | Fair | 45 | 59.3 |
March 2001 | Poor | Poor | Satisfactory | Poor | 45 | 37.5 |
March 1997 | Fair | Fair | Good | Fair | 60 | 61.0 |
March 1995 | Fair | Fair | Good | Fair | 60 | 61.0 |
February 1994 | Fair | Satisfactory | Good | Fair | 60 | 60.0 |
August 1993 | Fair | Satisfactory | Good | Fair | 60 | 60.0 |
July 1991 | Fair | Satisfactory | Good | Fair | 30 | 65.5 |