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HUNT PLACE, N.E. over WATTS BRANCH

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

Facts 

Name:HUNT PLACE, N.E. over WATTS BRANCH
Structure number:0128
Location:HUNT PLACE OVER WATTS BR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Owner:State Highway Agency [01]
Year built:1915
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2007]
Truck traffic:1% 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:Basically intolerable requiring high priority of replacement [2]
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:105.8 tons [96.2 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:79.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$5,500,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201579.7GoodGoodGoodGoodFO2500
December 201398.8GoodGoodGoodGood-2500
January 201298.8FairGoodSatisfactoryGood-2500
April 201098.8FairGoodSatisfactoryGood-2500
April 200898.8GoodGoodGoodGood-2500
April 200695.7GoodVery GoodVery GoodVery Good-4500
May 200495.7FairSatisfactoryVery GoodVery Good-4500
June 200295.7GoodVery GoodVery GoodVery Good-4500
March 200092.7FairSatisfactorySatisfactorySatisfactory-4500
April 199892.7FairSatisfactorySatisfactorySatisfactory-4500
September 199642.1FairSatisfactorySatisfactorySatisfactoryFO4500
September 199442.3FairSatisfactorySatisfactorySatisfactoryFO4500
March 199342.3FairSatisfactorySatisfactorySatisfactoryFO4500
September 199042.3FairSatisfactorySatisfactorySatisfactoryFO4500