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15TH ST. over STREAM

Map

Coordinates:
+38.89980, -98.92336
38°53'59" N, 98°55'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:15TH ST. over STREAM
Structure number:000840649304520
Location:3.25W OF RUSSELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span design:Other [00]
Deck type:Other [9]
Wearing surface:Gravel [8]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2014]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:93.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodVery GoodVery GoodGood1093.9
March 2016FairVery GoodVery GoodSatisfactory1093.9
April 2014FairVery GoodVery GoodSatisfactory1093.9
May 2012GoodVery GoodVery GoodGood1093.9
June 2010GoodVery GoodVery GoodGood1093.9
April 2008GoodExcellentExcellentExcellent1093.9
February 2006GoodExcellentExcellentExcellent1095.9
February 2004GoodExcellentExcellentExcellent1095.9
February 2002GoodExcellentExcellentExcellent1095.9
April 2000GoodExcellentExcellentExcellent1095.9
April 1998GoodExcellentExcellentExcellent1096.1
May 1997GoodExcellentExcellentExcellent1096.1