CITY STREET over BOYD COOPER DRAINGE
Map
Coordinates:
+32.36550, -86.1413032°21'56" N, 86°08'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CITY STREET over BOYD COOPER DRAINGE |
Structure number: | 019302 |
Location: | 0.1 MILE OF EASTCHASE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 41.0 ft. [12.5 m] |
Deck width edge-to-edge: | 89.9 ft. [27.4 m] |
Vertical clearance below bridge: | 98.4 ft. [30.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2002 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 550 [as of 2000] |
Truck traffic: | 10% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.3 |
Estimated cost of work: | $974,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2018 | Good | 8 out of 10 | 550 | 95.3 |
December 2016 | Good | 8 out of 10 | 550 | 95.3 |
December 2014 | Good | 8 out of 10 | 550 | 95.3 |
December 2012 | Good | 8 out of 10 | 550 | 95.3 |
December 2010 | Good | 8 out of 10 | 550 | 95.3 |
December 2008 | Good | 8 out of 10 | 550 | 100.0 |
November 2006 | Good | 8 out of 10 | 550 | 100.0 |
December 2004 | Good | 8 out of 10 | 550 | 100.0 |