OLD BETHLEHEM ROAD over COOKS CREEK
Map
Coordinates:
+40.52767, -75.2950840°31'40" N, 75°17'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | OLD BETHLEHEM ROAD over COOKS CREEK |
| Structure number: | 094101010003780 |
| Location: | PLEASANT VALLEY 02H13 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 18.0 ft. [5.5 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 21.3 ft. [6.5 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1777 |
| Year reconstructed: | 1902 |
| 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: | Masonry [8] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 924 [as of 2008] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 54.9 tons [49.9 metric tons] |
| Inventory rating: | 27.0 tons [24.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 43.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,007 [as of 2000] |
| Truck traffic: | 9% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 43.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $59,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,845 [as of 1992] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $109,000 |