43rd Ave S over TH 62


+44.89847, -93.21146
44°53'54" N, 93°12'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:43rd Ave S over TH 62
Structure number:27524
Location:1.0 MI W OF JCT TH 55
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:158.5 ft. [48.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1966
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:4
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:1,550 [as of 1986]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:92.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$768,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201492.2Not deficientSatisfactorySatisfactorySatisfactory1550
August 201292.2Not deficientSatisfactorySatisfactorySatisfactory1550
September 201092.2Not deficientSatisfactorySatisfactorySatisfactory1550
October 200892.2Not deficientSatisfactorySatisfactorySatisfactory1550
November 200792.2Not deficientSatisfactorySatisfactorySatisfactory1550
June 200692.2Not deficientSatisfactorySatisfactorySatisfactory1550
August 200592.2Not deficientSatisfactorySatisfactorySatisfactory1550
October 200392.2Not deficientSatisfactorySatisfactorySatisfactory1550
December 200292.3Not deficientSatisfactorySatisfactorySatisfactory1550
November 200192.3Not deficientSatisfactorySatisfactorySatisfactory1550
December 200092.3Not deficientSatisfactorySatisfactorySatisfactory1550
November 199992.3Not deficientSatisfactorySatisfactorySatisfactory1550
June 199892.3Not deficientSatisfactorySatisfactorySatisfactory1550
November 199764.1Structurally deficientSatisfactoryPoorSatisfactory1550
October 199664.1Structurally deficientSatisfactoryPoorSatisfactory1550
October 199564.1Structurally deficientSatisfactoryPoorSatisfactory1550
October 199464.1Structurally deficientSatisfactoryPoorSatisfactory1550
May 199364.1Structurally deficientSatisfactoryPoorSatisfactory1550
July 199264.1Structurally deficientSatisfactoryPoorGood1550
February 199257.7Structurally deficientSatisfactoryPoorSatisfactory1550