NW 18th Avenue over Lawrence Canal
Map
Coordinates:
+25.78139, -80.2244425°46'53" N, 80°13'28" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NW 18th Avenue over Lawrence Canal |
| Structure number: | 876409 |
| Location: | 500ft. N of NW 7th St. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 30.2 ft. [9.2 m] |
| Total length: | 30.2 ft. [9.2 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1940 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 230 [as of 2004] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 32.6 tons [29.6 metric tons] |
| Inventory rating: | 19.6 tons [17.8 metric tons] |
| Sufficiency rating: | 76.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 225 [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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 32.9 tons [29.9 metric tons] |
| Inventory rating: | 19.6 tons [17.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.8 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 220 [as of 1990] |
| Deck condition: | Satisfactory [6 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 not over waterway. [N] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.2 |