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395 TH ST over LONG BR

Map

Coordinates:
+40.14767, -94.43875
40°08'52" N, 94°26'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:395 TH ST over LONG BR
Structure number:31113
Location:S 30 T 62 N R 31 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:68.2 ft. [20.8 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 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 / HS 20 [5]
Main span material:Steel [3]
Main span 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:73.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodGoodVery Good2073.8
March 2015GoodExcellentGoodExcellent2073.8
March 2013GoodExcellentGoodExcellent2073.8
March 2011GoodExcellentGoodExcellent2072.4
January 2009GoodExcellentGoodExcellent2072.4
February 2007GoodExcellentGoodExcellent2072.4
August 2005GoodExcellentGoodExcellent2072.4