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14TH AVE SE over BNSF RR

Map

Coordinates:
+44.97988, -93.23630
44°58'48" N, 93°14'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:14TH AVE SE over BNSF RR
Structure number:27A23
Location:0.1 MI N OF UNIV AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:54.1 ft. [16.5 m]
Total length:161.4 ft. [49.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,650 [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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.6 tons [99.6 metric tons]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:78.8
Estimated cost of work:$640,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201678.8GoodGoodGoodGoodFO1650
May 201578.8GoodGoodGoodGoodFO1650
May 201478.8GoodGoodGoodGoodFO1650
June 201378.7GoodGoodGoodGoodFO2400
June 201278.7GoodVery GoodVery GoodVery GoodFO2400
May 201178.7GoodVery GoodVery GoodVery GoodFO2400
May 201078.7GoodVery GoodVery GoodVery GoodFO2400
May 200976.7GoodVery GoodVery GoodVery GoodFO2400
June 200876.7GoodVery GoodVery GoodVery GoodFO2417
May 200778.8GoodVery GoodVery GoodVery GoodFO1800
April 200678.8GoodVery GoodVery GoodVery GoodFO1800
June 200578.7GoodVery GoodVery GoodVery GoodFO2400
June 200478.7GoodVery GoodVery GoodVery Good-2400
May 200378.8GoodVery GoodExcellentExcellent-2000
June 200278.6GoodVery GoodExcellentExcellent-3600
May 200180.6GoodVery GoodExcellentExcellent-3600
April 200077.6GoodVery GoodExcellentExcellent-3600
April 199976.5FairFairExcellentExcellent-3600
May 199876.5FairFairExcellentExcellent-3600
April 199775.8FairFairExcellentExcellent-3800