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LYNDALE AVE N over SHINGLE CREEK

Map 

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

Facts 

Name:LYNDALE AVE N over SHINGLE CREEK
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:51.8 ft. [15.8 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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201582.0Not deficientGoodGoodGood8700
August 201482.0Not deficientGoodGoodGood8700
August 201382.3Not deficientGoodGoodGood5600
August 201282.3Not deficientGoodGoodVery Good5600
July 201182.3Not deficientGoodGoodVery Good5600
September 201082.3Not deficientGoodGoodVery Good5600
August 200980.3Not deficientGoodVery GoodVery Good5600
July 200880.4Not deficientGoodVery GoodVery Good5515
July 200782.3Not deficientGoodVery GoodVery Good5600
August 200682.3Not deficientGoodVery GoodVery Good5600
July 200582.1Not deficientGoodVery GoodVery Good7900
July 200482.1Not deficientGoodVery GoodVery Good7900
September 200382.2Not deficientGoodVery GoodVery Good6700
September 200282.1Not deficientGoodVery GoodVery Good7300
September 200182.1Not deficientGoodVery GoodVery Good7300
August 200081.1Not deficientGoodVery GoodVery Good7300
200081.1Not deficientGoodVery GoodVery Good7300
August 199881.1Not deficientGoodVery GoodVery Good7300
July 199780.5Not deficientGoodVery GoodVery Good7700
September 199680.5Not deficientGoodVery GoodVery Good7700
August 199580.4Not deficientGoodVery GoodVery Good6830
September 199480.4Not deficientGoodVery GoodVery Good6800
September 199380.3Not deficientVery GoodVery GoodVery Good7160
September 199280.2Not deficientGoodVery GoodVery Good8200