SR 9 over BLUE RIVER
Map
Coordinates:
+41.15333, -85.4883341°09'12" N, 85°29'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 9 over BLUE RIVER |
| Structure number: | 002780 |
| Location: | 0.3 S SR 205 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 106.0 ft. [32.3 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1996 |
| 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: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| 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: | 14,674 [as of 2004] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 82.2 tons [74.7 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Sufficiency rating: | 94.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,380 [as of 1994] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Very Good [8 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: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 93.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,300 [as of 1985] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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: | 48.3 tons [43.9 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 81.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $460,000 |