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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:51.8 ft. [15.8 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 2015 

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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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. ratingEvaluationDeckSuper.Sub.ADT
September 201578.4Not deficientGoodGoodGood15750
September 201478.4Not deficientGoodGoodGood15750
August 201380.4Not deficientGoodGoodGood8748
September 201280.4Not deficientGoodGoodGood8748
November 201180.4Not deficientGoodGoodGood8748
September 201080.4Not deficientGoodSatisfactoryGood8748
August 200974.3Structurally deficientPoorSatisfactoryGood8748
August 200874.3Structurally deficientPoorSatisfactoryGood8748
August 200777.5Structurally deficientPoorSatisfactoryGood8100
September 200677.5Structurally deficientPoorSatisfactoryGood8100
October 200576.6Structurally deficientPoorSatisfactoryGood11000
June 200476.6Structurally deficientPoorSatisfactoryGood11000
July 200378.9Not deficientFairSatisfactoryGood10300
August 200279.8Not deficientSatisfactoryGoodGood11000
August 200179.8Not deficientSatisfactoryGoodGood11000
July 200078.8Not deficientSatisfactoryGoodGood11000
200078.8Not deficientSatisfactoryGoodGood11000
May 199878.8Not deficientSatisfactoryGoodGood11000
October 199778.6Not deficientSatisfactoryGoodGood10200
June 199678.6Not deficientGoodGoodGood10200
July 199578.1Not deficientGoodGoodGood10370
July 199478.1Not deficientGoodGoodGood10400
June 199378.1Not deficientGoodGoodGood10400
June 199274.4Not deficientGoodGoodGood23460