TUCKASEEGEE ROAD over PEDESTRIAN FOOTPATH
Map
Coordinates:
+35.23678, -80.8656935°14'12" N, 80°51'56" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TUCKASEEGEE ROAD over PEDESTRIAN FOOTPATH |
| Structure number: | 000000001190386 |
| Location: | 0.1 MI.E.JCT.GESCO ST. |
| Purpose: | Carries highway and pedestrian walkway over pedestrian/bicycle trail |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 92.9 ft. [28.3 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Skew angle: | 25° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1961 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 13,100 [as of 1994] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 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: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $569,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 13,100 [as of 1994] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $458,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 1988] |
| Truck traffic: | 7% 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: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 63.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $379,000 |