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LOCAL over EAST 102 RIVER
Map
Coordinates:
+40.71254, -94.66224
40°42'45" N, 94°39'44" W
+40.71254, -94.66224
40°42'45" N, 94°39'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL over EAST 102 RIVER |
| Structure number: | 000000000321760 |
| Location: | 0683308 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 144.0 ft. [43.9 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
| Skew angle: | 33° |
| Owner: | County Highway Agency [02] |
| Year built: | 1968 |
| 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: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2016] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 38.0 |
| 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 2018 | Poor | Fair | Poor | Serious | 5 | 38.0 |
| May 2017 | Poor | Fair | Poor | Serious | 5 | 38.0 |
| June 2015 | Poor | Fair | Poor | Poor | 5 | 38.0 |
| June 2013 | Poor | Fair | Poor | Poor | 5 | 38.0 |
| May 2011 | Poor | Fair | Poor | Poor | 5 | 38.0 |
| June 2009 | Poor | Fair | Poor | Poor | 5 | 38.0 |
| July 2007 | Poor | Fair | Fair | Poor | 5 | 38.0 |
| April 2005 | Poor | Satisfactory | Fair | Poor | 5 | 39.0 |
| April 2003 | Poor | Satisfactory | Satisfactory | Poor | 5 | 39.0 |
| March 2001 | Poor | Satisfactory | Satisfactory | Poor | 5 | 39.0 |
| January 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 5 | 44.8 |
| October 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 5 | 44.8 |
| August 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 5 | 44.8 |
| July 1991 | Fair | Good | Good | Satisfactory | 30 | 48.3 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1126382
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1126382