KTA RAMP TO K15 over I-35 HWY (KTA)
Map
Coordinates:
+37.62530, -97.2952637°37'31" N, 97°17'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | KTA RAMP TO K15 over I-35 HWY (KTA) |
| Structure number: | 999903500872433 |
| Location: | 0.20 MI NE K-15 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 174.5 ft. [53.2 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 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+Mod / HS 20+Mod [6] |
| 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 822 [as of 2003] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 48.2 tons [43.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 93.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $217,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,795 [as of 1999] |
| Truck traffic: | 15% 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: | 79.2 tons [72.0 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 88.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $906,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,795 [as of 1990] |
| Truck traffic: | 17% 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: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $217,000 |