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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: February 2015 

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:Good [7 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]
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:96.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201596.7Not deficientGoodGoodGood2900
March 201482.7Structurally deficientPoorFairFair2900
March 201264.6Structurally deficientSeriousSatisfactoryPoor2900
March 201047.4Structurally deficientPoorSatisfactoryPoor2900
April 200849.7Structurally deficientPoorSatisfactoryPoor5700
April 200663.1Structurally deficientPoorFairFair5700
May 200449.7Structurally deficientPoorFairPoor5700
June 200249.7Structurally deficientPoorFairPoor5700
December 199949.7Structurally deficientPoorFairPoor5700
September 199739.1Structurally deficientPoorFairPoor5700
October 199554.8Functionally obsoleteFairSatisfactoryFair5700
March 199355.0Functionally obsoleteFairFairFair5700
October 199055.0Functionally obsoleteFairSatisfactoryFair5700