I-635 NB HIGHWAY over KANSAS RIVER UP DRAINAGE
Map
Coordinates:
+39.10164, -94.6793639°06'06" N, 94°40'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-635 NB HIGHWAY over KANSAS RIVER UP DRAINAGE |
| Structure number: | 999963501050451 |
| Location: | 0.27 MILES S I-70 |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 265.1 ft. [80.8 m] |
| Total length: | 2203.2 ft. [671.5 m] |
| Roadway width between curbs: | 51.2 ft. [15.6 m] |
| Deck width edge-to-edge: | 53.8 ft. [16.4 m] |
| Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
| Skew angle: | 21° |
| Owner: | State Highway Agency [01] |
| Year built: | 1976 |
| Year reconstructed: | 2005 |
| 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: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,450 [as of 2009] |
| Truck traffic: | 7% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 74.8 tons [68.0 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 93.3 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $3,892,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 36,660 [as of 1999] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 84.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $11,400,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,730 [as of 1990] |
| Truck traffic: | 8% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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: | 72.2 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $3,876,000 |