IH 94 EB-IH 43 SB over LRD S 13TH ST
Map
Coordinates:
+42.96612, -87.9291642°57'58" N, 87°55'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | IH 94 EB-IH 43 SB over LRD S 13TH ST |
| Structure number: | B40026900000000 |
| Location: | 4.5M S JCT STH 59 TO E |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 766.4 ft. [233.6 m] |
| Roadway width between curbs: | 59.1 ft. [18.0 m] |
| Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 10° |
| 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+Mod / HS 20+Mod [6] |
| Number of main spans: | 11 |
| 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: | 53,000 [as of 2006] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 60.6 tons [55.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 92.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,431,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 108,030 [as of 1993] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 30.3 tons [27.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 43.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,820 [as of 1979] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 75.9 |