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LCL-370TH ST over DEER CREEK

Map

Coordinates:
+40.93484, -95.48001
40°56'05" N, 95°28'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LCL-370TH ST over DEER CREEK
Structure number:000000000244751
Location:071402002
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15 [as of 2008]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2015GoodVery GoodVery GoodVery Good15100.0
May 2013GoodVery GoodVery GoodVery Good15100.0
May 2011GoodVery GoodVery GoodVery Good15100.0
May 2009GoodExcellentVery GoodVery Good15100.0
March 2007GoodExcellentVery GoodExcellent15100.0
January 2006GoodExcellentExcellentExcellent15100.0