83RD ST. E.47-16.5 over RAILROAD
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+38.97806, -94.9745438°58'41" N, 94°58'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 83RD ST. E.47-16.5 over RAILROAD |
Structure number: | 406850462101060 |
Location: | 0.3W OF DESOTO |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 79.4 ft. [24.2 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Vertical clearance below bridge: | 18.4 ft. [5.6 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2011
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,340 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 62.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $822,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2011 | Fair | Fair | Fair | Good | 2340 | 62.9 |