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CEDAR (10TH) over MISS R; BNSF STS

Map 

Coordinates:
+44.97631, -93.24517
44°58'35" N, 93°14'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CEDAR (10TH) over MISS R; BNSF STS
Structure number:2796
Location:0.3 MI N OF WASH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:290.4 ft. [88.5 m]
Total length:2153.0 ft. [656.2 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:89.9 ft. [27.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2015 

Status:Posted for load [P]
Average daily traffic:9,975 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:37.1 tons [33.7 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:37.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201537.7Structurally deficientSatisfactoryPoorFair9975
September 201454.9Not deficientSatisfactoryFairFair9975
September 201352.1Not deficientSatisfactoryFairFair24452
September 201252.1Not deficientSatisfactoryFairFair24452
September 201152.1Not deficientSatisfactoryFairFair24452
August 201062.9Not deficientSatisfactorySatisfactorySatisfactory24452
September 200959.9Not deficientSatisfactorySatisfactorySatisfactory24452
October 200872.3Not deficientSatisfactorySatisfactorySatisfactory24452
July 200777.1Not deficientGoodGoodGood10100
September 200677.1Not deficientGoodGoodGood10100
May 200576.9Not deficientGoodGoodGood11600
June 200476.9Not deficientGoodGoodGood11600
August 200377.1Not deficientGoodGoodGood10300
August 200276.6Not deficientGoodGoodGood14300
September 200176.6Not deficientGoodGoodGood14300
September 200077.7Not deficientGoodGoodGood12000
20000.0Not applicableGoodGoodGood2500
May 199877.7Not deficientGoodGoodGood12000
May 199774.8Not deficientGoodGoodGood14300
July 199674.8Not deficientGoodGoodGood14300
July 199574.5Not deficientGoodGoodGood12300
June 199474.4Not deficientGoodGoodGood12500
June 199374.6Not deficientGoodGoodGood11000
June 199274.8Not deficientGoodGoodGood9360