SUBLETTE AVE over RVR DES PERES
Map
Coordinates:
+38.62192, -90.2804538°37'19" N, 90°16'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | SUBLETTE AVE over RVR DES PERES |
Structure number: | 12434 |
Location: | S. OF MANCHESTER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 110.6 ft. [33.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Skew angle: | 12° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 5,700 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 desirable criteria [8] |
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] |
Operating rating: | 62.4 tons [56.7 metric tons] |
Inventory rating: | 37.6 tons [34.2 metric tons] |
Sufficiency rating: | 78.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $552,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2016 | 78.7 | Good | Good | Good | Very Good | FO | 5700 |
March 2014 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
March 2012 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
May 2010 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
April 2008 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
May 2006 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
March 2004 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
April 2002 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |
May 2000 | 78.7 | Good | Very Good | Very Good | Very Good | FO | 5700 |