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I 35W SB over MINNEHAHA PKWY AND CREEK

Map 

Coordinates:
+44.90889, -93.25806
44°54'32" N, 93°15'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 35W SB over MINNEHAHA PKWY AND CREEK
Structure number:27405
Location:1.2 MI N OF JCT MN 62
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:130.6 ft. [39.8 m]
Total length:247.7 ft. [75.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:85,500 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.4 tons [67.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:86.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201586.7Not deficientVery GoodVery GoodVery Good85500
July 201384.7Not deficientVery GoodVery GoodVery Good85500
August 201184.7Not deficientVery GoodVery GoodVery Good85500
August 201085.8Not deficientVery GoodExcellentExcellent85500
October 200985.8Not deficientVery GoodExcellentExcellent85500
October 200885.7Not deficientExcellentExcellentExcellent86500
January 200885.7Not deficientExcellentExcellentExcellent86500