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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$5,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.7Functionally obsoleteGoodGoodGood2500
December 201398.8Not deficientGoodGoodGood2500
January 201298.8Not deficientGoodSatisfactoryGood2500
April 201098.8Not deficientGoodSatisfactoryGood2500
April 200898.8Not deficientGoodGoodGood2500
April 200695.7Not deficientVery GoodVery GoodVery Good4500
May 200495.7Not deficientSatisfactoryVery GoodVery Good4500
June 200295.7Not deficientVery GoodVery GoodVery Good4500
March 200092.7Not deficientSatisfactorySatisfactorySatisfactory4500
April 199892.7Not deficientSatisfactorySatisfactorySatisfactory4500
September 199642.1Functionally obsoleteSatisfactorySatisfactorySatisfactory4500
September 199442.3Functionally obsoleteSatisfactorySatisfactorySatisfactory4500
March 199342.3Functionally obsoleteSatisfactorySatisfactorySatisfactory4500
September 199042.3Functionally obsoleteSatisfactorySatisfactorySatisfactory4500