MCCLELLAND AVENUE over NORTH-SOUTH CANAL
Map
Coordinates:
+27.83982, -82.4818127°50'23" N, 82°28'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | MCCLELLAND AVENUE over NORTH-SOUTH CANAL |
Structure number: | AFFLNVZR00002 |
Location: | Approximately 400-ft east |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 10.5 ft. [3.2 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
Skew angle: | 15° |
Owner: | Air Force [72] |
Year built: | 1961 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2015] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 59.8 tons [54.4 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 86.8 |
Estimated cost of work: | $38,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
October 2015 | 86.8 | Good | 7 out of 10 | - | 1500 |
June 2013 | 71.8 | Fair | 5 out of 10 | - | 1500 |
October 2010 | 72.4 | Fair | 5 out of 10 | - | 1500 |
August 2006 | 92.4 | Fair | 6 out of 10 | - | 300 |