NE 9th Ave over South Little River
Map
Coordinates:
+25.84472, -80.1777825°50'41" N, 80°10'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NE 9th Ave over South Little River |
| Structure number: | 876418 |
| Location: | 100ft. N/O NE 75th St. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 28.5 ft. [8.7 m] |
| Total length: | 131.9 ft. [40.2 m] |
| Roadway width between curbs: | 27.6 ft. [8.4 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1986 |
| 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: | 5 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,404 [as of 2004] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 51.9 tons [47.2 metric tons] |
| Inventory rating: | 31.1 tons [28.3 metric tons] |
| Sufficiency rating: | 64.6 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,376 [as of 1998] |
| Truck traffic: | 1% 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: | 51.9 tons [47.2 metric tons] |
| Inventory rating: | 31.1 tons [28.3 metric tons] |
| Sufficiency rating: | 71.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,320 [as of 1990] |
| 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: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 72.5 |