HIGHWAY AVENUE over TRIB TO CEDAR RIVER
Map
Coordinates:
+30.32139, -81.7477830°19'17" N, 81°44'52" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HIGHWAY AVENUE over TRIB TO CEDAR RIVER |
| Structure number: | 724041 |
| Location: | 0.3 MI EAST OF LANE AVE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 17.4 ft. [5.3 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,001 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Serious [3 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: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 27.9 tons [25.4 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 20.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $199,000 |
2000 Inspection
| Status: | [-] |
| Average daily traffic: | 3,001 [as of 1999] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | [- out of 9] |
| Superstructure condition: | [- out of 9] |
| Substructure condition: | [- out of 9] |
| Operating rating: | 27.9 tons [25.4 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 55.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $199,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5,901 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 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: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 42.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $178,000 |