MATHESON AVE. over SOU.RR,BREVARD ST.
Map
Coordinates:
+35.24493, -80.8124335°14'42" N, 80°48'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MATHESON AVE. over SOU.RR,BREVARD ST. |
| Structure number: | 000000001190255 |
| Location: | 0.2MI.S.JCT.N.TRYON ST. |
| Purpose: | Carries highway and pedestrian walkway over highway and railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 761.2 ft. [232.0 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 57.4 ft. [17.5 m] |
| Vertical clearance below bridge: | 24.3 ft. [7.4 m] |
| Skew angle: | 5° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1969 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 11 |
| 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: | Open, no restriction [A] |
| Average daily traffic: | 13,000 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 78.2 tons [71.1 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,727,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,000 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 76.2 tons [69.3 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,447,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,000 [as of 1990] |
| Truck traffic: | 7% 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: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Sufficiency rating: | 76.6 |