PANTHER HOLLOW TR over SCHENLEY PARK STREAM
Map
Coordinates:
+40.43403, -79.9355840°26'03" N, 79°56'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PANTHER HOLLOW TR over SCHENLEY PARK STREAM |
| Structure number: | 027301000030900 |
| Location: | 301090 SCHENLEY PK HOLL#4 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 56.1 ft. [17.1 m] |
| Total length: | 136.2 ft. [41.5 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Skew angle: | 5° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1939 |
| 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: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2005] |
| Truck traffic: | 3% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 69.9 tons [63.5 metric tons] |
| Inventory rating: | 41.9 tons [38.1 metric tons] |
| Sufficiency rating: | 95.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 1999] |
| Truck traffic: | 3% 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: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 95.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10 [as of 1991] |
| 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: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $987,000 |