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LOCAL over CLARK BRANCH

Map

Coordinates:
+41.24421, -94.67411
41°14'39" N, 94°40'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL over CLARK BRANCH
Structure number:000000000055321
Location:074330503
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1997
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:45 [as of 2012]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood4595.0
May 2015GoodGoodGoodGood4595.0
May 2013GoodVery GoodVery GoodVery Good4595.0
May 2011GoodVery GoodVery GoodVery Good12089.5
May 2009GoodVery GoodVery GoodVery Good12089.5
May 2007GoodVery GoodVery GoodVery Good12089.5
August 2005GoodVery GoodExcellentVery Good12089.5
June 2003GoodVery GoodExcellentExcellent12089.5
April 2001GoodVery GoodExcellentExcellent12089.5
April 1999GoodExcellentExcellentExcellent12087.5
July 1997GoodExcellentExcellentExcellent12087.5
July 1996GoodExcellentExcellentExcellent12091.0