SR 10 (LORAIN AVE) over (2)RTA65,(3)NSCRR @ W58T
Map
Coordinates:
+41.47583, -81.7261141°28'33" N, 81°43'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 10 (LORAIN AVE) over (2)RTA65,(3)NSCRR @ W58T |
| Structure number: | 1801414 |
| Location: | 1.1 MI. E. OF JCT. I-90 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 68.9 ft. [21.0 m] |
| Total length: | 195.9 ft. [59.7 m] |
| Roadway width between curbs: | 45.9 ft. [14.0 m] |
| Deck width edge-to-edge: | 62.7 ft. [19.1 m] |
| Vertical clearance below bridge: | 18.4 ft. [5.6 m] |
| Skew angle: | 53° |
| Owner: | State Highway Agency [01] |
| Year built: | 1923 |
| Year reconstructed: | 1992 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,010 [as of 2007] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,500,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,890 [as of 1991] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 75.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,500,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,390 [as of 1988] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 1.0 tons [0.9 metric tons] |
| Inventory rating: | 1.0 tons [0.9 metric tons] |
| 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: | $2,500,000 |