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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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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: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:82.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$400,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201782.8GoodVery GoodVery GoodGood-2000
February 201579.8GoodGoodGoodGood-2000
March 201478.0PoorPoorFairSatisfactorySD2000
March 201281.0FairSatisfactoryFairSatisfactory-2000
March 201080.0FairFairFairSatisfactory-2000
April 200872.9FairFairFairSatisfactory-2500
April 200657.8PoorSatisfactoryPoorSatisfactorySD2500
May 200457.8PoorSatisfactoryPoorSatisfactorySD2500
June 200257.8PoorSatisfactoryPoorSatisfactorySD2500
November 199957.8PoorSatisfactoryPoorSatisfactorySD2500
September 199791.0FairSatisfactorySatisfactorySatisfactory-2500
September 199591.0FairSatisfactorySatisfactorySatisfactory-2500
March 199377.8FairSatisfactorySatisfactorySatisfactoryFO2500
October 199077.8FairSatisfactorySatisfactorySatisfactoryFO2500