NW 29th Ave over Comfort Canal
Map
Coordinates:
+25.78361, -80.2419425°47'01" N, 80°14'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NW 29th Ave over Comfort Canal |
| Structure number: | 876410 |
| Location: | 180 ft. N/O NW 11th St. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 15.4 ft. [4.7 m] |
| Total length: | 30.5 ft. [9.3 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Skew angle: | 14° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1941 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,346 [as of 2004] |
| Truck traffic: | 4% 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 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] |
| 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: | 49.0 tons [44.5 metric tons] |
| Inventory rating: | 29.4 tons [26.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,222 [as of 1998] |
| Truck traffic: | 4% 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 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] |
| 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: | 49.0 tons [44.5 metric tons] |
| Inventory rating: | 29.4 tons [26.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.4 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5,500 [as of 1992] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.1 |