US 130 NB over ASSISCUNK CREEK
Map
Coordinates:
+40.07417, -74.8480640°04'27" N, 74°50'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 130 NB over ASSISCUNK CREEK |
| Structure number: | 0317150 |
| Location: | 0.2 MI N OF RT670 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 46.9 ft. [14.3 m] |
| Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| 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: | 23,282 [as of 2009] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 98.8 tons [89.8 metric tons] |
| Inventory rating: | 67.9 tons [61.7 metric tons] |
| Sufficiency rating: | 93.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 33,100 [as of 1998] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| 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] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Inventory rating: | 67.3 tons [61.2 metric tons] |
| Sufficiency rating: | 93.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,750 [as of 1987] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Sufficiency rating: | 93.6 |