ST MARYS RD S over IS 44
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+38.46284, -90.8592938°27'46" N, 90°51'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ST MARYS RD S over IS 44 |
Structure number: | 6563 |
Old structure number: | L 895 1 (from 1992 edition) |
Location: | S 13 T 43 N R 1 E |
Purpose: | Carries highway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 212.0 ft. [64.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,175 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Serious [3 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 46.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,283,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | Poor | Serious | Fair | Fair | 1175 | 46.4 |
April 2015 | Poor | Serious | Fair | Fair | 1175 | 46.4 |
April 2014 | Poor | Serious | Fair | Satisfactory | 1042 | 46.6 |
October 2013 | Poor | Poor | Fair | Satisfactory | 1042 | 48.7 |
January 2013 | Poor | Poor | Fair | Satisfactory | 1108 | 48.6 |
January 2012 | Poor | Poor | Fair | Satisfactory | 916 | 48.9 |
February 2010 | Fair | Fair | Fair | Satisfactory | 964 | 48.9 |
January 2009 | Fair | Fair | Fair | Satisfactory | 1138 | 49.6 |
January 2007 | Fair | Fair | Fair | Satisfactory | 1582 | 49.0 |
January 2005 | Fair | Fair | Fair | Satisfactory | 1630 | 50.0 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1440 | 60.7 |
November 2000 | Fair | Satisfactory | Good | Satisfactory | 1468 | 60.6 |
October 1992 | Poor | Serious | Fair | Satisfactory | 13117 | 40.7 |
December 1991 | Poor | Serious | Fair | Satisfactory | 12504 | 40.7 |