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11TH AVE S over 3RD; 4TH ST

Map 

Coordinates:
+44.97331, -93.25494
44°58'24" N, 93°15'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:11TH AVE S over 3RD; 4TH ST
Structure number:27111
Location:0.1 MI S OF WASHINGTON A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:80.4 ft. [24.5 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:8,080 [as of 2014]
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.9 tons [76.3 metric tons]
Inventory rating:50.3 tons [45.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:84.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201584.1Structurally deficientPoorFairGood8080
August 201497.2Not deficientFairSatisfactoryGood8080
July 201397.3Not deficientFairSatisfactoryGood7570
August 201297.3Not deficientFairGoodGood7743
July 201197.3Not deficientFairGoodGood7743
July 201098.3Not deficientFairGoodGood7743
June 200999.3Not deficientSatisfactoryGoodGood7743
August 200899.3Not deficientSatisfactoryGoodGood7743
June 200799.2Not deficientSatisfactoryGoodGood8200
July 200696.2Structurally deficientPoorGoodGood8200
July 200599.2Not deficientGoodGoodGood8600
October 200499.2Not deficientGoodGoodGood8600
July 200399.2Not deficientGoodGoodGood9100
September 200299.3Not deficientGoodGoodGood7300
June 200199.3Not deficientGoodGoodGood7300
July 200098.3Not deficientGoodGoodGood7300
20000.0Not applicableGoodGoodGood5300
July 199898.3Not deficientGoodGoodGood7300
July 199798.6Not deficientGoodGoodGood8500
August 199698.6Not deficientGoodGoodGood8500
July 199598.5Not deficientGoodGoodGood6690
August 199498.5Not deficientGoodGoodGood6700
August 199379.3Functionally obsoleteGoodGoodGood6700
August 199279.3Functionally obsoleteSatisfactoryGoodVery Good6730