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LOCAL over BOYER RIVER

Map

Coordinates:
+42.06568, -95.34473
42°03'56" N, 95°20'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL over BOYER RIVER
Structure number:000000000129161
Location:084392603
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:102.0 ft. [31.1 m]
Total length:206.0 ft. [62.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2012]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodVery GoodVery GoodGood100100.0
April 2014GoodVery GoodExcellentExcellent100100.0
May 2012GoodVery GoodExcellentExcellent100100.0
May 2010GoodExcellentExcellentExcellent100100.0
May 2008GoodExcellentExcellentExcellent10099.9
May 2006GoodExcellentExcellentExcellent90100.0
April 2004GoodExcellentExcellentExcellent40100.0
January 2002GoodExcellentExcellentExcellent40100.0
May 2000GoodExcellentExcellentExcellent4097.0