CITY STREET over ANN RUN
Map
Coordinates:
+39.28994, -80.2481439°17'24" N, 80°14'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CITY STREET over ANN RUN |
| Structure number: | 00000000017A901 |
| Location: | 0.01 MI EAST OF PENN AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 16.7 ft. [5.1 m] |
| Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1924 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 750 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| 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: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $289,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 300 [as of 1997] |
| Truck traffic: | 6% of total traffic |
| 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: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $289,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 300 [as of 1991] |
| Truck traffic: | 6% of total traffic |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 48.3 |