FAP 14 over JACKSON AVE VIA/RR-SCT S
Map
Coordinates:
+35.15833, -89.9697235°09'30" N, 89°58'11" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAP 14 over JACKSON AVE VIA/RR-SCT S |
| Structure number: | 79SR0140019 |
| Location: | JACKSON AVE VIADUCT |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 105.0 ft. [32.0 m] |
| Total length: | 1246.8 ft. [380.0 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
| Vertical clearance below bridge: | 19.4 ft. [5.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 13 |
| Main spans material: | Prestressed concrete continuous [6] |
| 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: | 15,720 [as of 2009] |
| 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] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $20,984,000 |
2000 Inspection
| Average daily traffic: | 5,150 [as of 1999] |
| Truck traffic: | 7% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,070 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 33.2 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,067,000 |