+45.03237, -93.28806
45°01'57" N, 93°17'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:27719
Location:0.1 MI N OF 42ND AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:86.9 ft. [26.5 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,700 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:80.4 tons [73.1 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201682.0GoodGoodGoodGood-8700
July 201582.0GoodGoodGoodGood-8700
August 201482.0GoodGoodGoodGood-8700
August 201382.3GoodGoodGoodGood-5600
August 201282.3GoodGoodGoodVery Good-5600
July 201182.3GoodGoodGoodVery Good-5600
September 201082.3GoodGoodGoodVery Good-5600
August 200980.3GoodGoodVery GoodVery Good-5600
July 200880.4GoodGoodVery GoodVery Good-5515
July 200782.3GoodGoodVery GoodVery Good-5600
August 200682.3GoodGoodVery GoodVery Good-5600
July 200582.1GoodGoodVery GoodVery Good-7900
July 200482.1GoodGoodVery GoodVery Good-7900
September 200382.2GoodGoodVery GoodVery Good-6700
September 200282.1GoodGoodVery GoodVery Good-7300
September 200182.1GoodGoodVery GoodVery Good-7300
August 200081.1GoodGoodVery GoodVery Good-7300
August 199981.1GoodGoodVery GoodVery Good-7300
August 199881.1GoodGoodVery GoodVery Good-7300
July 199780.5GoodGoodVery GoodVery Good-7700
September 199680.5GoodGoodVery GoodVery Good-7700
August 199580.4GoodGoodVery GoodVery Good-6830
September 199480.4GoodGoodVery GoodVery Good-6800
September 199380.3GoodVery GoodVery GoodVery Good-7160
September 199280.2GoodGoodVery GoodVery Good-8200