FAS 657 over EMBARRAS RIVER
Map
Coordinates:
+39.23873, -88.1876439°14'19" N, 88°11'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 657 over EMBARRAS RIVER |
Structure number: | 018318300000000 |
Old structure number: | 000018318334583 (from 1992 edition) |
Location: | .8 MI W OF GREENUP |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 193.9 ft. [59.1 m] |
Total length: | 206.0 ft. [62.8 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 225 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,387,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Very Good | Very Good | 225 | 74.0 |
March 2015 | Good | Very Good | Very Good | Very Good | 500 | 73.9 |
April 2013 | Good | Very Good | Very Good | Very Good | 500 | 75.9 |
March 2011 | Good | Very Good | Very Good | Very Good | 325 | 76.0 |
February 2009 | Good | Very Good | Very Good | Very Good | 325 | 76.0 |
February 2007 | Good | Very Good | Very Good | Very Good | 162 | 76.0 |
September 2005 | Good | Very Good | Very Good | Very Good | 175 | 76.0 |
October 2003 | Good | Very Good | Very Good | Very Good | 175 | 76.0 |
June 2001 | Good | Excellent | Excellent | Excellent | 137 | 76.0 |