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PASCALS AVE SA9 over GOOSE RIVER

Map

Coordinates:
+44.18745, -69.07403
44°11'15" N, 69°04'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PASCALS AVE SA9 over GOOSE RIVER
Structure number:2724
Location:.5 MI S TOWNLINE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.0 ft. [18.3 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,760 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:60.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorSatisfactoryFair476060.8
December 2015FairFairSatisfactoryFair484362.8
October 2014FairFairSatisfactoryFair479062.9
June 2013FairFairSatisfactoryFair530149.0
September 2012FairFairSatisfactoryFair530149.0
July 2011FairFairSatisfactoryFair526949.0
November 2010FairSatisfactoryGoodSatisfactory541057.3
November 2009FairSatisfactoryGoodSatisfactory487858.4
December 2008FairSatisfactoryGoodSatisfactory502057.4
January 2007FairSatisfactoryGoodSatisfactory516059.4
January 2004FairSatisfactoryGoodSatisfactory625158.8
February 2003FairSatisfactoryGoodSatisfactory584058.9
May 2000FairSatisfactoryGoodSatisfactory569758.9
May 1998FairSatisfactoryGoodSatisfactory554758.9
September 1996FairSatisfactoryGoodSatisfactory532059.0
January 1995FairSatisfactoryGoodSatisfactory514959.2
December 1992GoodGoodGoodGood495460.2
January 1990FairFairSatisfactoryGood504066.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.924740138460
Steel Protective Coatingsq. ft.9240602184138
Deck
Reinforced Concrete Decksq. ft.5,34402,6722,6720
Substructure
Reinforced Concrete Columneach40400
Masonry Abutmentlinear ft.69055140
Reinforced Concrete Pier Caplinear ft.69059100
Joints
Compression Jointlinear ft.139013900
Bearings
Movable Bearingeach1801800
Steel Protective Coatingsq. ft.1801800
Fixed Bearingeach1801800
Steel Protective Coatingsq. ft.1801800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.30801541540
Steel Protective Coatingsq. ft.30800170138