I-35 HWY SB (KTA) over HARRY STREET
Map
Coordinates:
+37.66468, -97.2503637°39'53" N, 97°15'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-35 HWY SB (KTA) over HARRY STREET |
| Structure number: | 999903500872523 |
| Location: | 3.76 MI NE K-15 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 74.2 ft. [22.6 m] |
| Total length: | 168.6 ft. [51.4 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 57° |
| Owner: | State Toll Authority [31] |
| Year built: | 1956 |
| Year reconstructed: | 1981 |
| 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: | 3 |
| 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: | 7,300 [as of 2009] |
| Truck traffic: | 16% 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: | 62.3 tons [56.6 metric tons] |
| Inventory rating: | 37.3 tons [33.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.2 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $186,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,720 [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: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $874,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,860 [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: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $186,000 |