RP IS55N TO IS44W over IS 55
Map
Coordinates:
+38.61026, -90.2103638°36'37" N, 90°12'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RP IS55N TO IS44W over IS 55 |
Structure number: | 892 |
Location: | S 27 T 45 N R 7 E |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 82.4 ft. [25.1 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Vertical clearance above deck: | 15.4 ft. [4.7 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 53° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,435 [as of 2015] |
Truck traffic: | 18% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 70.3 tons [63.9 metric tons] |
Inventory rating: | 42.6 tons [38.7 metric tons] |
Sufficiency rating: | 53.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,126,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 53.3 | Fair | Fair | Fair | Fair | FO | 16435 |
August 2013 | 54.7 | Fair | Fair | Fair | Fair | FO | 18016 |
August 2011 | 56.1 | Fair | Fair | Fair | Fair | FO | 14356 |
August 2009 | 58.3 | Fair | Fair | Fair | Fair | FO | 11336 |
August 2007 | 58.2 | Fair | Fair | Fair | Fair | FO | 11497 |
August 2005 | 59.3 | Fair | Satisfactory | Satisfactory | Fair | FO | 11597 |
July 2003 | 54.8 | Fair | Satisfactory | Satisfactory | Fair | FO | 11869 |
June 2001 | 55.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 11648 |