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408 Ave over Pearl Creek

Map

Coordinates:
+44.26545, -98.05436
44°15'56" N, 98°03'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:408 Ave over Pearl Creek
Structure number:000000003320251
Location:7.1 S & 1.0 W Cavour
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:63.0 ft. [19.2 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:92.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodVery GoodGood1692.8
October 2016GoodGoodVery GoodVery Good1698.0
November 2014GoodGoodVery GoodVery Good1698.0
October 2012GoodGoodVery GoodVery Good1698.0
October 2010GoodGoodVery GoodVery Good1698.0
July 2008GoodGoodVery GoodVery Good1698.0
September 2006GoodGoodVery GoodVery Good1698.0
September 2004GoodGoodVery GoodVery Good1691.3
September 2001FairSatisfactoryFairGood1629.2
November 1999GoodGoodGoodGood1639.2
June 1997FairFairFairFair1628.2
May 1995FairFairFairFair1628.0
May 1993FairFairFairFair1636.3
May 1991FairFairFairSatisfactory1625.8