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IRVING AVE N over BASSETT CREEK

Map 

Coordinates:
+44.97640, -93.29941
44°58'35" N, 93°17'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IRVING AVE N over BASSETT CREEK
Structure number:L5766
Location:0.2 MI S OF GLENWOOD AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.7 ft. [5.4 m]
Total length:48.6 ft. [14.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2015 

Status:Bridge closed to all traffic [K]
Average daily traffic:50 [as of 2009]
Deck condition:Fair [5 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: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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:52.8 tons [48.0 metric tons]
Sufficiency rating:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201581.0Not deficientFairSatisfactoryFair50
July 201481.0Not deficientFairSatisfactoryFair50
July 201377.0Structurally deficientFairSatisfactoryFair50
August 201274.0Structurally deficientSatisfactorySatisfactoryFair50
July 201174.0Structurally deficientSatisfactorySatisfactoryFair50
August 201074.0Structurally deficientSatisfactorySatisfactoryFair50
August 200971.0Structurally deficientSatisfactorySatisfactoryFair50
September 200871.0Structurally deficientSatisfactorySatisfactoryFair50
June 200778.0Structurally deficientSatisfactorySatisfactoryFair50
July 200678.0Structurally deficientSatisfactorySatisfactoryFair50
July 200578.0Structurally deficientSatisfactorySatisfactoryFair50
July 200478.0Structurally deficientSatisfactorySatisfactoryFair50
September 200378.0Structurally deficientSatisfactorySatisfactoryFair50
September 200278.0Structurally deficientSatisfactorySatisfactoryFair50
October 200178.0Structurally deficientSatisfactorySatisfactoryFair50
August 200076.0Structurally deficientSatisfactorySatisfactoryFair50
200076.0Structurally deficientSatisfactorySatisfactoryFair50
August 199845.0Structurally deficientSatisfactorySatisfactorySerious50
July 199745.0Structurally deficientSatisfactorySatisfactorySerious50
September 199645.0Structurally deficientGoodSatisfactorySerious50
August 199575.0Structurally deficientGoodSatisfactoryFair50
August 199475.0Structurally deficientGoodSatisfactoryFair50
September 199375.0Structurally deficientGoodSatisfactoryFair50
September 199275.0Structurally deficientVery GoodFairFair50