GREEN LANE over SCHKL RV,CONRAIL,MNYK CN
Map
Coordinates:
+40.02642, -75.2277240°01'35" N, 75°13'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | GREEN LANE over SCHKL RV,CONRAIL,MNYK CN |
| Structure number: | 677301004000070 |
| Location: | GREEN LANE 16G12 |
| Purpose: | Carries highway and pedestrian walkway over railroad and waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 92.9 ft. [28.3 m] |
| Total length: | 601.1 ft. [183.2 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 99° |
| Owner: | County Highway Agency [02] |
| Year built: | 1928 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 1981] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | 97.8 tons [88.9 metric tons] |
| Inventory rating: | 90.9 tons [82.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $4,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 1981] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 97.0 tons [88.2 metric tons] |
| Inventory rating: | 90.1 tons [81.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 52.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,736,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 1981] |
| Deck condition: | Poor [4 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] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $4,577,000 |