FAU 385 over SR385 / NONCONNAH CREEK
Map
Coordinates:
+35.04528, -89.8083335°02'43" N, 89°48'30" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 385 over SR385 / NONCONNAH CREEK |
| Structure number: | 79SR3850027 |
| Location: | 0.6 MI E OF SR177 JCT. |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 119.1 ft. [36.3 m] |
| Total length: | 356.3 ft. [108.6 m] |
| Roadway width between curbs: | 53.8 ft. [16.4 m] |
| Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
| Skew angle: | 50° |
| Owner: | State Highway Agency [01] |
| Year built: | 1996 |
| 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: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 58,050 [as of 2009] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 95.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,250 [as of 1999] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Sufficiency rating: | 98.2 |