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GAULT PLACE over WATTS BRANCH

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

Facts 

Name:GAULT PLACE over WATTS BRANCH
Structure number:0222
Location:GAULT PL OVER WATTS BR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:58.1 ft. [17.7 m]
Total length:64.6 ft. [19.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1956
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:2,000 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$400,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201579.8Not deficientGoodGoodGood2000
March 201478.0Structurally deficientPoorFairSatisfactory2000
March 201281.0Not deficientSatisfactoryFairSatisfactory2000
March 201080.0Not deficientFairFairSatisfactory2000
April 200872.9Not deficientFairFairSatisfactory2500
April 200657.8Structurally deficientSatisfactoryPoorSatisfactory2500
May 200457.8Structurally deficientSatisfactoryPoorSatisfactory2500
June 200257.8Structurally deficientSatisfactoryPoorSatisfactory2500
November 199957.8Structurally deficientSatisfactoryPoorSatisfactory2500
September 199791.0Not deficientSatisfactorySatisfactorySatisfactory2500
September 199591.0Not deficientSatisfactorySatisfactorySatisfactory2500
March 199377.8Functionally obsoleteSatisfactorySatisfactorySatisfactory2500
October 199077.8Functionally obsoleteSatisfactorySatisfactorySatisfactory2500