LRD S 35TH ST over KINNICKINNIC RIVER
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LRD S 35TH ST over KINNICKINNIC RIVER |
| Structure number: | P40051100000000 |
| Location: | 0.2M S JCT STH 24 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 107.9 ft. [32.9 m] |
| Roadway width between curbs: | 62.3 ft. [19.0 m] |
| Deck width edge-to-edge: | 78.1 ft. [23.8 m] |
| Skew angle: | 25° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1962 |
| 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: | 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,600 [as of 2007] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 63.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $896,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,100 [as of 1980] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 94.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,100 [as of 1980] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 82.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |