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CO.HIWAY 0227 over I-94/PEAK INTERCHANGE

Map

Coordinates:
+46.92017, -97.91329
46°55'13" N, 97°54'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CO.HIWAY 0227 over I-94/PEAK INTERCHANGE
Structure number:0094296741
Location:6 WEST OF N.D.32
Purpose:Carries highway overpass over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:129.9 ft. [39.6 m]
Total length:259.9 ft. [79.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:60.3 tons [54.8 metric tons]
Sufficiency rating:99.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201699.8GoodExcellentExcellentExcellent-400
January 201499.8GoodExcellentExcellentExcellent-400
November 201199.8GoodExcellentExcellentExcellent-400
February 201099.8GoodExcellentExcellentExcellent-400
November 200799.8GoodExcellentExcellentExcellent-400
January 200699.8GoodExcellentExcellentExcellent-400
February 200477.2FairSatisfactoryGoodGood-400
October 200177.2FairSatisfactoryGoodGood-400
January 200077.2FairSatisfactoryGoodGood-400
November 199777.2FairSatisfactoryGoodGood-400
January 199676.2GoodGoodGoodGood-400
October 199376.2GoodGoodGoodGood-375
December 199174.2GoodVery GoodGoodGood-375