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42nd AVE (CAMDEN) over MISSISSIPPI RIVER; RR

Map

Coordinates:
+45.03206, -93.28417
45°01'55" N, 93°17'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:42nd AVE (CAMDEN) over MISSISSIPPI RIVER; RR
Structure number:27549
Location:0.2 MI E OF LYNDALE AVE
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:253.0 ft. [77.1 m]
Total length:1495.2 ft. [455.7 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
Year reconstructed:2010
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:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,750 [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:Equal to present desirable criteria [8]
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 determined to be stable for assessed or calculated scour condition. [5]
Operating rating:69.6 tons [63.3 metric tons]
Inventory rating:41.7 tons [37.9 metric tons]
Sufficiency rating:78.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201678.4GoodGoodGoodGood-15750
September 201578.4GoodGoodGoodGood-15750
September 201478.4GoodGoodGoodGood-15750
August 201380.4GoodGoodGoodGood-8748
September 201280.4GoodGoodGoodGood-8748
November 201180.4GoodGoodGoodGood-8748
September 201080.4FairGoodSatisfactoryGood-8748
August 200974.3PoorPoorSatisfactoryGoodSD8748
August 200874.3PoorPoorSatisfactoryGoodSD8748
August 200777.5PoorPoorSatisfactoryGoodSD8100
September 200677.5PoorPoorSatisfactoryGoodSD8100
October 200576.6PoorPoorSatisfactoryGoodSD11000
June 200476.6PoorPoorSatisfactoryGoodSD11000
July 200378.9FairFairSatisfactoryGood-10300
August 200279.8FairSatisfactoryGoodGood-11000
August 200179.8FairSatisfactoryGoodGood-11000
July 200078.8FairSatisfactoryGoodGood-11000
July 199978.8FairSatisfactoryGoodGood-11000
May 199878.8FairSatisfactoryGoodGood-11000
October 199778.6FairSatisfactoryGoodGood-10200
June 199678.6GoodGoodGoodGood-10200
July 199578.1GoodGoodGoodGood-10370
July 199478.1GoodGoodGoodGood-10400
June 199378.1GoodGoodGoodGood-10400
June 199274.4GoodGoodGoodGood-23460