RED MILL ROAD over SADDLE RIVER
Map
Coordinates:
+40.91667, -74.1000040°55'00" N, 74°05'60" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RED MILL ROAD over SADDLE RIVER |
| Structure number: | 020017A |
| Location: | 500 FEET SOUTH OF ROUTE 4 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 78.1 ft. [23.8 m] |
| Roadway width between curbs: | 34.8 ft. [10.6 m] |
| Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1922 |
| 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,064 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 98.8 tons [89.8 metric tons] |
| Inventory rating: | 94.8 tons [86.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.7 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $310,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,267 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Inventory rating: | 94.1 tons [85.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.3 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $21,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,420 [as of 1986] |
| Truck traffic: | 1% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Inventory rating: | 74.2 tons [67.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.8 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $8,000 |