NORTH DEAN STREET over OVERPECK CREEK
Map
Coordinates:
+40.90639, -73.9688940°54'23" N, 73°58'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NORTH DEAN STREET over OVERPECK CREEK |
| Structure number: | 020015A |
| Location: | 4 MILES NNW G.WASH.BRIDGE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 36.1 ft. [11.0 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1951 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,656 [as of 2008] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 32.9 tons [29.9 metric tons] |
| Inventory rating: | 18.9 tons [17.2 metric tons] |
| Sufficiency rating: | 48.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,126 [as of 1996] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Sufficiency rating: | 48.9 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 12,171 [as of 1984] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 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: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 13.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $223,000 |