HAWKINS POINT ROAD over CSX
Map
Coordinates:
+39.20537, -76.5703239°12'19" N, 76°34'13" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HAWKINS POINT ROAD over CSX |
| Structure number: | 200000BC5207010 |
| Location: | HAWKINS PT RD OVER CSXRR |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 33.1 ft. [10.1 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 53.5 ft. [16.3 m] |
| Vertical clearance below bridge: | 21.3 ft. [6.5 m] |
| Skew angle: | 5° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1930 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| 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: | 13,060 [as of 2008] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 42.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $145,000 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 11,545 [as of 1994] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 35.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $40,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,704 [as of 1988] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.0 |