41ST AVENUE over CSX TRANS/CPR&P&W
Map
Coordinates:
+40.74493, -73.8936240°44'42" N, 73°53'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 41ST AVENUE over CSX TRANS/CPR&P&W |
| Structure number: | 000000002247390 |
| Location: | AT ELMHURST |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 34.8 ft. [10.6 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 35.8 ft. [10.9 m] |
| Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
| Vertical clearance below bridge: | 17.7 ft. [5.4 m] |
| Skew angle: | 17° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1916 |
| Year reconstructed: | 1985 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,800 [as of 1999] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.9 tons [45.4 metric tons] |
| Inventory rating: | 22.0 tons [20.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.6 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $725,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,800 [as of 1999] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 21.9 tons [19.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 69.4 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $621,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [as of 1977] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 40.8 tons [37.1 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 51.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $182,000 |