WB I70-NBND FRFX over 7 R.R TRACKS
Map
Coordinates:
+39.11278, -94.6136939°06'46" N, 94°36'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WB I70-NBND FRFX over 7 R.R TRACKS |
| Structure number: | 999907001051731 |
| Location: | 0.49 MILES W MO ST LINE |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 299.9 ft. [91.4 m] |
| Total length: | 1664.1 ft. [507.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Vertical clearance below bridge: | 28.9 ft. [8.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 23,150 [as of 2009] |
| Truck traffic: | 10% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 41.7 tons [37.9 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.2 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $1,148,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,800 [as of 1999] |
| Truck traffic: | 15% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 57.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $8,611,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,800 [as of 1990] |
| Truck traffic: | 17% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 38.1 tons [34.6 metric tons] |
| Inventory rating: | 28.5 tons [25.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.2 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $3,195,000 |