URB6675, WEBB ROAD over I-35 HWY (KTA)
Map
Coordinates:
+37.67511, -97.2261637°40'30" N, 97°13'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | URB6675, WEBB ROAD over I-35 HWY (KTA) |
| Structure number: | 999903500872573 |
| Location: | 2.04 MI SW US-54 |
| Purpose: | Carries highway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 45.9 ft. [14.0 m] |
| Total length: | 161.4 ft. [49.2 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Owner: | State Toll Authority [31] |
| Year built: | 1956 |
| 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: | 4 |
| 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: | 19,060 [as of 2006] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 88.4 tons [80.4 metric tons] |
| Inventory rating: | 45.8 tons [41.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 93.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $267,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,575 [as of 1986] |
| Truck traffic: | 17% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 87.1 tons [79.2 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 93.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $922,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,575 [as of 1986] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 61.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $268,000 |