SR860 WB (870622) over OLETA RIVER
Map
Coordinates:
+25.94833, -80.1550025°56'54" N, 80°09'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR860 WB (870622) over OLETA RIVER |
| Structure number: | 870630 |
| Location: | 0.5M W OF SR-5 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 80.1 ft. [24.4 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| 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: | 4 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 23,250 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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 assessed or calculated scour condition. [5] |
| Operating rating: | 67.0 tons [60.9 metric tons] |
| Inventory rating: | 40.2 tons [36.5 metric tons] |
| Sufficiency rating: | 97.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,500 [as of 1994] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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 assessed or calculated scour condition. [5] |
| Operating rating: | 67.1 tons [61.0 metric tons] |
| Inventory rating: | 40.7 tons [37.0 metric tons] |
| Sufficiency rating: | 87.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,848 [as of 1989] |
| Superstructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Sufficiency rating: | 85.5 |
| Estimated cost of work: | $192,000 |