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4TH ST SW over SHEYENNE RIVER

Map

Coordinates:
+46.92037, -98.00649
46°55'13" N, 98°00'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4TH ST SW over SHEYENNE RIVER
Structure number:0000VC01
Location:4TH ST SW-EAST SIDE PARK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Owner:County Highway Agency [02]
Year built:1924
Year reconstructed:1981
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:65.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$207,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201665.7FairSatisfactorySatisfactorySatisfactoryFO3200
January 201465.7FairSatisfactorySatisfactorySatisfactoryFO3200
November 201165.4FairSatisfactorySatisfactorySatisfactoryFO3200
January 201065.4FairSatisfactorySatisfactorySatisfactoryFO3200
January 200865.4FairSatisfactorySatisfactorySatisfactoryFO3200
June 200665.4FairSatisfactorySatisfactorySatisfactoryFO3200
February 200465.4FairSatisfactorySatisfactorySatisfactoryFO3200
October 200165.4FairSatisfactorySatisfactorySatisfactoryFO3200
January 200065.4FairSatisfactorySatisfactorySatisfactoryFO3200
November 199765.4FairSatisfactorySatisfactorySatisfactoryFO3200
July 199665.5FairSatisfactorySatisfactorySatisfactoryFO3200
October 199365.4FairSatisfactorySatisfactorySatisfactoryFO3600
October 199265.4FairSatisfactorySatisfactorySatisfactoryFO3600
March 199072.7FairSatisfactorySatisfactorySatisfactoryFO3600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Decksq. ft.3,3373,3181540
Wearing Surfacessq. ft.3,3372,3361,00100
Superstructure
Reinforced Concrete Archlinear ft.2592461120
Reinforced Concrete Floor Beamlinear ft.4073961100
Substructure
Reinforced Concrete Pier Walllinear ft.5959000
Reinforced Concrete Abutmentlinear ft.89305630
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2792463210