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CSAH 35(PORTLAND) over MINNEHAHA CREEK

Map 

Coordinates:
+44.91258, -93.26771
44°54'45" N, 93°16'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 35(PORTLAND) over MINNEHAHA CREEK
Structure number:27B34
Location:1.5 MI S OF JCT CSAH 38
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.1 ft. [10.7 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span 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:10,897 [as of 2008]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.6 tons [99.6 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 2015100.0Not deficientSatisfactoryVery GoodVery Good10897
September 2013100.0Not deficientSatisfactoryVery GoodVery Good10897
September 2011100.0Not deficientSatisfactoryVery GoodVery Good10897
September 2009100.0Not deficientVery GoodExcellentExcellent10897
May 2008100.0Not deficientVery GoodExcellentExcellent11580
October 2007100.0Not deficientExcellentExcellentExcellent11580
November 2006100.0Not deficientExcellentExcellentExcellent11580