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CITY STREET over BOYD COOPER DRAINGE

Map

Coordinates:
+32.36550, -86.14130
32°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

DateConditionCulvert ConditionADTSuff. Rating
December 2018Good8 out of 1055095.3
December 2016Good8 out of 1055095.3
December 2014Good8 out of 1055095.3
December 2012Good8 out of 1055095.3
December 2010Good8 out of 1055095.3
December 2008Good8 out of 10550100.0
November 2006Good8 out of 10550100.0
December 2004Good8 out of 10550100.0