K96 HWY EB over ARKANSAS RIVER
Map
Coordinates:
+37.75369, -97.3810137°45'13" N, 97°22'52" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | K96 HWY EB over ARKANSAS RIVER |
| Structure number: | 999909600873161 |
| Location: | 0.57 MI E WEST ST |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 75.1 ft. [22.9 m] |
| Total length: | 1105.7 ft. [337.0 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 17 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,650 [as of 2009] |
| Truck traffic: | 12% 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 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: | 70.8 tons [64.4 metric tons] |
| Inventory rating: | 38.0 tons [34.5 metric tons] |
| Sufficiency rating: | 93.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $1,831,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 1999] |
| 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 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: | 70.3 tons [63.9 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Sufficiency rating: | 90.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $6,295,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,695 [as of 1990] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Sufficiency rating: | 90.5 |