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VALLEY CREEK RD over I 494

Map 

Coordinates:
+44.92588, -92.96844
44°55'33" N, 92°58'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VALLEY CREEK RD over I 494
Structure number:82016
Location:1.7 MI S OF JCT TH 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:120.4 ft. [36.7 m]
Total length:246.7 ft. [75.2 m]
Roadway width between curbs:107.9 ft. [32.9 m]
Deck width edge-to-edge:132.2 ft. [40.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2003]
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:Superior to present desirable criteria [9]
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:85.4 tons [77.6 metric tons]
Inventory rating:41.7 tons [37.9 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201598.8GoodVery GoodVery GoodVery Good-1800
April 201398.8GoodVery GoodVery GoodVery Good-1800
April 201198.8GoodVery GoodVery GoodExcellent-1800
June 200998.8GoodVery GoodVery GoodExcellent-1800
May 200793.8GoodExcellentExcellentExcellent-1800
July 200693.8GoodExcellentExcellentExcellent-1800