Share: 
MCCLELLAND AVENUE over NORTH-SOUTH CANAL
Map
Coordinates:
+27.83967, -82.48194
27°50'23" N, 82°28'55" W
+27.83967, -82.48194
27°50'23" N, 82°28'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| 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 2017
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 86.8 |
| Estimated cost of work: | $60,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Good | 7 out of 10 | 1500 | 86.8 |
| October 2015 | Good | 7 out of 10 | 1500 | 86.8 |
| June 2013 | Fair | 5 out of 10 | 1500 | 71.8 |
| October 2010 | Fair | 5 out of 10 | 1500 | 72.4 |
| August 2006 | Fair | 6 out of 10 | 300 | 92.4 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1089780
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1089780