MONTROSS AVENUE over ERIE-LACKAWANNA RR
Map
Coordinates:
+40.83833, -74.1055640°50'18" N, 74°06'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MONTROSS AVENUE over ERIE-LACKAWANNA RR |
| Structure number: | 020012A |
| Location: | 0.01 MI N OF ERIE AVE. |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 55.1 ft. [16.8 m] |
| Total length: | 90.9 ft. [27.7 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Skew angle: | 13° |
| Owner: | County Highway Agency [02] |
| Year built: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| 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: | 12,361 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 68.9 tons [62.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.5 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $58,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,973 [as of 1996] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 68.3 tons [62.1 metric tons] |
| Sufficiency rating: | 75.6 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $49,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 6,926 [as of 1986] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 8.9 tons [8.1 metric tons] |
| Inventory rating: | 4.0 tons [3.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,778,000 |