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DIVISION AVENUE over WATTS BRANCH

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DIVISION AVENUE over WATTS BRANCH
Structure number:0204
Location:DIV AVE OVER WATTS BR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:37.1 ft. [11.3 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:99.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201799.7GoodGoodVery GoodGood-2900
February 201596.7GoodGoodGoodGood-2900
March 201482.7PoorPoorFairFairSD2900
March 201264.6PoorSeriousSatisfactoryPoorSD2900
March 201047.4PoorPoorSatisfactoryPoorSD2900
April 200849.7PoorPoorSatisfactoryPoorSD5700
April 200663.1PoorPoorFairFairSD5700
May 200449.7PoorPoorFairPoorSD5700
June 200249.7PoorPoorFairPoorSD5700
December 199949.7PoorPoorFairPoorSD5700
September 199739.1PoorPoorFairPoorSD5700
October 199554.8FairFairSatisfactoryFairFO5700
March 199355.0FairFairFairFairFO5700
October 199055.0FairFairSatisfactoryFairFO5700