RTE 907V over PED UP INWOOD PK
Map
Coordinates:
+40.87188, -73.9289140°52'19" N, 73°55'44" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RTE 907V over PED UP INWOOD PK |
| Structure number: | 000000002266230 |
| Location: | 1.7 MI N OF G WASH BR |
| Purpose: | Carries highway over pedestrian/bicycle trail |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Roadway width between curbs: | 34.5 ft. [10.5 m] |
| Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1936 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 62,602 [as of 2008] |
| Truck traffic: | 7% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 81.7 tons [74.3 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.2 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $512,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50,729 [as of 1998] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 78.8 tons [71.6 metric tons] |
| Inventory rating: | 31.9 tons [29.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $236,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 52,400 [as of 1990] |
| Truck traffic: | 8% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 55.7 tons [50.6 metric tons] |
| Inventory rating: | 22.3 tons [20.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $35,000 |