FAU 1124 (SA 4729) over STRAWBERRY / H. RIV&RD
Map
Coordinates:
+35.98444, -83.8586135°59'04" N, 83°51'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 1124 (SA 4729) over STRAWBERRY / H. RIV&RD |
| Structure number: | 47S24080001 |
| Location: | STRAWBERRY PLNS RD |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 200.1 ft. [61.0 m] |
| Total length: | 855.0 ft. [260.6 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Vertical clearance below bridge: | 24.9 ft. [7.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1949 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| 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: | 4,100 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $8,869,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,500 [as of 1999] |
| Truck traffic: | 6% 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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 63.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,646,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,250 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,294,000 |