WALNUT LANE over LINCOLN DR,MONOSHONE CK.
Map
Coordinates:
+40.03294, -75.1877940°01'59" N, 75°11'16" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WALNUT LANE over LINCOLN DR,MONOSHONE CK. |
| Structure number: | 674015002000000 |
| Location: | FAIRMOUNT PARK E. 17C10 |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 311.0 ft. [94.8 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 63.7 ft. [19.4 m] |
| Vertical clearance below bridge: | 42.7 ft. [13.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1949 |
| Year reconstructed: | 1990 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 7,845 [as of 2008] |
| Truck traffic: | 7% 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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 106.8 tons [97.1 metric tons] |
| Inventory rating: | 32.9 tons [29.9 metric tons] |
| Sufficiency rating: | 81.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,883 [as of 2000] |
| Truck traffic: | 10% 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] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Inventory rating: | 55.4 tons [50.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,954 [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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Inventory rating: | 55.4 tons [50.4 metric tons] |
| Sufficiency rating: | 79.7 |