BRIDGE FOUR LANE over DELAWARE CANAL
Map
Coordinates:
+40.46669, -75.0701940°28'00" N, 75°04'13" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BRIDGE FOUR LANE over DELAWARE CANAL |
| Structure number: | 097935645035550 |
| Location: | 0.1 MILES EAST OF S.R. 32 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 48.9 ft. [14.9 m] |
| Roadway width between curbs: | 10.5 ft. [3.2 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | State Park, Forest, or Reservation Agency [11] |
| Year built: | 1832 |
| Year reconstructed: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2008] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 44.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1999] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $32,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 45 [as of 1985] |
| Deck condition: | Satisfactory [6 out of 9] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 26.7 tons [24.3 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 55.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $32,000 |