SALISBURY ST over MISSISSIPPI RVR
Map
Coordinates:
+38.66483, -90.1861938°39'53" N, 90°11'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SALISBURY ST over MISSISSIPPI RVR |
Structure number: | 32776 |
Location: | S |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 517.4 ft. [157.7 m] |
Total length: | 5733.5 ft. [1747.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Vertical clearance above deck: | 19.0 ft. [5.8 m] |
Vertical clearance below bridge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1910 |
Year reconstructed: | 2005 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,000 [as of 2018] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 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] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 43.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $110,325,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Fair | Fair | 10000 | 43.5 |
August 2017 | Poor | Satisfactory | Serious | Serious | 10000 | 10.5 |
September 2015 | Fair | Satisfactory | Fair | Fair | 10000 | 43.5 |
September 2013 | Fair | Satisfactory | Fair | Fair | 10000 | 43.5 |
September 2011 | Poor | Satisfactory | Poor | Very Good | 10000 | 27.5 |
September 2009 | Poor | Satisfactory | Poor | Very Good | 10000 | 27.5 |