Share:

GAULT PLACE over WATTS BRANCH

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.478478000
Steel Protective Coatingsq. ft.2,3622,362000
Deck
Reinforced Concrete Decksq. ft.2,7352,735000
Wearing Surfacessq. ft.1,6801,680000
Substructure
Reinforced Concrete Abutmentlinear ft.122012200
Joints
Compression Jointlinear ft.110110000
Bearings
Elastomeric Bearingeach1601600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.128128000