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E DIAMOND LAKE RD over I 35W

Map 

Coordinates:
+44.90361, -93.27500
44°54'13" N, 93°16'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E DIAMOND LAKE RD over I 35W
Structure number:27V84
Location:0.39 MI N OF JCT MN 62
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:102.0 ft. [31.1 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2007
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:12,600 [as of 2005]
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.6 tons [69.6 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.8Not deficientGoodVery GoodVery Good12600
July 201394.8Not deficientGoodVery GoodVery Good12600
August 201194.8Not deficientGoodVery GoodVery Good12600
August 201089.7Not deficientGoodExcellentExcellent12600
October 200989.7Not deficientGoodExcellentExcellent12600
October 200889.7Not deficientVery GoodExcellentExcellent12600
January 200789.7Not deficientExcellentExcellentExcellent12600