US 169 S over MISSOURI RVR, CST FOURTH
Map
Coordinates:
+39.11126, -94.5889839°06'41" N, 94°35'20" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 169 S over MISSOURI RVR, CST FOURTH |
| Structure number: | 3807 |
| Old structure number: | A4649 4 (from 1992 edition) |
| Location: | S 31 T 50 N R 33 W |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 540.1 ft. [164.6 m] |
| Total length: | 2548.0 ft. [776.6 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 55.4 ft. [16.9 m] |
| Vertical clearance above deck: | 14.4 ft. [4.4 m] |
| Vertical clearance below bridge: | 51.8 ft. [15.8 m] |
| Skew angle: | 5° |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| 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 [3] |
| Main spans design: | Arch - Thru [12] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 34,472 [as of 2008] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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: | In place and functioning [2] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 35.2 tons [32.0 metric tons] |
| Inventory rating: | 25.3 tons [23.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 51.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $58,150,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 23,490 [as of 1997] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $17,738,000 |