PA 915 over RAYSTOWN BR.JUNIATA RIV.
Map
Coordinates:
+40.13787, -78.2669940°08'16" N, 78°16'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PA 915 over RAYSTOWN BR.JUNIATA RIV. |
| Structure number: | 050915014014570 |
| Location: | 378 FEET SOUTH OF TR 26 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 112.9 ft. [34.4 m] |
| Total length: | 355.0 ft. [108.2 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Skew angle: | 28° |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Year reconstructed: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| 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: | 1,354 [as of 2010] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 57.9 tons [52.6 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,006 [as of 2000] |
| Truck traffic: | 11% 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.6 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,155 [as of 1992] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 70.7 |