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3RD ST. N.E. over 4TH AVE BNRR SOURIS R.

Map

Coordinates:
+48.23933, -101.28840
48°14'22" N, 101°17'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:3RD ST. N.E. over 4TH AVE BNRR SOURIS R.
Structure number:0000MNOT10
Location:3RD ST NE-MINOT
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:117.1 ft. [35.7 m]
Total length:912.1 ft. [278.0 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:11
Main spans material:Steel continuous [4]
Main spans 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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,012,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairFair900062.6
November 2015FairSatisfactoryFairFair900062.6
June 2013FairSatisfactoryFairFair900062.6
October 2011FairSatisfactoryFairFair900062.6
February 2010FairSatisfactoryFairFair900062.6
March 2008FairSatisfactoryFairFair900062.6
March 2006FairSatisfactoryFairFair900062.6
November 2003FairSatisfactoryFairFair900062.6
January 2002FairSatisfactoryFairFair900062.6
February 2000FairSatisfactoryFairFair900062.6
January 1998PoorSatisfactoryFairPoor1010046.6
March 1996FairSatisfactoryFairFair1010062.4
January 1994FairSatisfactoryGoodGood1060073.8
January 1992GoodGoodGoodGood1060073.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,5511,5473,00400
Steel Protective Coatingsq. ft.1005025250
Deck
Reinforced Concrete Decksq. ft.26,44716,65209,7950
Wearing Surfacessq. ft.26,44716,6629,78500
Substructure
Reinforced Concrete Columneach2014600
Reinforced Concrete Abutmentlinear ft.8987020
Reinforced Concrete Pier Caplinear ft.331324403
Joints
Strip Seal Jointlinear ft.1900709030
Bearings
Movable Bearingeach6006000
Steel Protective Coatingsq. ft.100100000
Fixed Bearingeach4004000
Steel Protective Coatingsq. ft.100100000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,0409901,020030
Steel Protective Coatingsq. ft.100100000
Reinforced Concrete Bridge Raillinear ft.1,8211,7794200