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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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201598.8Not deficientVery GoodVery GoodVery Good1800
April 201398.8Not deficientVery GoodVery GoodVery Good1800
April 201198.8Not deficientVery GoodVery GoodExcellent1800
June 200998.8Not deficientVery GoodVery GoodExcellent1800
May 200793.8Not deficientExcellentExcellentExcellent1800
July 200693.8Not deficientExcellentExcellentExcellent1800