STH 181 NB-N 76TH over STH 145-W FOND DU LAC AV
Map
Coordinates:
+43.11499, -88.0059143°06'54" N, 88°00'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STH 181 NB-N 76TH over STH 145-W FOND DU LAC AV |
| Structure number: | B40025600000000 |
| Location: | 1.4M N JCT USH 41 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 84.6 ft. [25.8 m] |
| Total length: | 291.4 ft. [88.8 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 36° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| 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: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,810 [as of 2007] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,232,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,100 [as of 1991] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,116,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,900 [as of 1979] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 28.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,116,000 |