SHADELAND AVENUE over WOODS RUN RD, LECKY WAY
Map
Coordinates:
+40.47637, -80.0328840°28'35" N, 80°01'58" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SHADELAND AVENUE over WOODS RUN RD, LECKY WAY |
| Structure number: | 027301000030950 |
| Location: | 301095 SHADELAND AVE |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 166.0 ft. [50.6 m] |
| Total length: | 772.0 ft. [235.3 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Vertical clearance below bridge: | 32.8 ft. [10.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1993 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 3,000 [as of 2003] |
| Truck traffic: | 17% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 89.8 tons [81.6 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Sufficiency rating: | 82.8 |
2000 Inspection
| Average daily traffic: | 4,000 [as of 1999] |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 4,800 [as of 1991] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $7,203,000 |