S SERVICE RD over WINSEL CR
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+38.23289, -91.1468138°13'58" N, 91°08'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S SERVICE RD over WINSEL CR |
Structure number: | 21646 |
Old structure number: | 3162001 036 (from 1992 edition) |
Location: | S 4 T 40 N R 2 W |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1922 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2015
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 500 [as of 2013] |
Truck traffic: | 10% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 38.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $326,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2015 | Poor | Poor | Poor | Fair | 500 | 38.6 |
March 2013 | Poor | Poor | Poor | Fair | 500 | 38.6 |
March 2011 | Poor | Poor | Poor | Fair | 500 | 38.6 |
February 2009 | Poor | Poor | Poor | Fair | 500 | 38.6 |
February 2007 | Poor | Poor | Poor | Fair | 500 | 38.6 |
March 2005 | Poor | Poor | Poor | Fair | 500 | 38.6 |
March 2003 | Poor | Poor | Poor | Fair | 500 | 38.6 |
February 2001 | Poor | Poor | Poor | Fair | 500 | 38.6 |
February 1999 | Poor | Poor | Poor | Fair | 500 | 47.4 |
February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 77.7 |