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LOGAN AVE S over MINNEHAHA CREEK

Map 

Coordinates:
+44.91054, -93.30357
44°54'38" N, 93°18'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOGAN AVE S over MINNEHAHA CREEK
Structure number:27A02
Location:0.1 MI S OF W 50TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:94.8 ft. [28.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:954 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.0 tons [52.7 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.0Not deficientSatisfactorySatisfactoryGood954
July 201496.0Not deficientSatisfactoryGoodGood954
July 201396.0Not deficientSatisfactoryGoodGood954
August 201296.0Not deficientGoodGoodGood900
July 201196.0Not deficientGoodVery GoodVery Good900
August 201096.0Not deficientGoodVery GoodVery Good900
July 200993.0Not deficientGoodVery GoodVery Good900
August 200893.0Not deficientGoodVery GoodVery Good900
June 200796.0Not deficientGoodVery GoodVery Good860
July 200696.0Not deficientVery GoodVery GoodVery Good939
July 200596.0Not deficientVery GoodVery GoodVery Good939
July 200496.0Not deficientVery GoodVery GoodVery Good939
September 200396.0Not deficientVery GoodVery GoodVery Good939
September 200299.8Not deficientExcellentExcellentExcellent550
September 200199.8Not deficientExcellentExcellentExcellent550
August 200098.6Not deficientExcellentExcellentExcellent550
200098.6Not deficientExcellentExcellentExcellent550
July 199898.6Not deficientExcellentExcellentExcellent550
July 199798.0Not deficientExcellentExcellentExcellent550
September 199698.0Not deficientExcellentExcellentExcellent550
August 199598.0Not deficientExcellentExcellentExcellent550
August 199498.0Not deficientExcellentExcellentExcellent550
September 199398.0Not deficientExcellentExcellentExcellent550
199398.0Not deficientExcellentExcellentExcellent550