BECKS RUN RD over BECKS RUN
Map
Coordinates:
+40.40261, -79.9784040°24'09" N, 79°58'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BECKS RUN RD over BECKS RUN |
| Structure number: | 027301502420360 |
| Location: | BC06 BECK'S RUN NO.6 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 32.5 ft. [9.9 m] |
| Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
| Skew angle: | 57° |
| Owner: | County Highway Agency [02] |
| Year built: | 1990 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,757 [as of 2006] |
| Truck traffic: | 6% of total traffic |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 85.8 tons [78.0 metric tons] |
| Inventory rating: | 50.9 tons [46.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,757 [as of 1998] |
| Truck traffic: | 6% of total traffic |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 85.1 tons [77.4 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,757 [as of 1991] |
| 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] |
| Culvert condition: | No deficiencies [9] |
| 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: | 74.8 |