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COUNTY HIGHWAY over DRY CREEK

Map 

Coordinates:
+41.55111, -97.03980
41°33'04" N, 97°02'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY over DRY CREEK
Structure number:C001912825
Location:11.2S 3.7E OF CLARKSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1993
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:Steel [3]
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: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2003]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201599.9GoodVery GoodVery GoodVery Good-30
November 201399.9GoodVery GoodVery GoodVery Good-30
November 2011100.0GoodExcellentExcellentVery Good-30
November 2009100.0GoodExcellentExcellentExcellent-30
November 2007100.0GoodExcellentExcellentExcellent-30
December 2005100.0GoodExcellentExcellentExcellent-30
December 2003100.0GoodExcellentExcellentExcellent-30
October 2001100.0GoodExcellentExcellentExcellent-30
November 1999100.0GoodExcellentExcellentExcellent-30
October 1997100.0GoodExcellentExcellentExcellent-30
November 1995100.0GoodExcellentExcellentExcellent-30
September 1993100.0GoodExcellentExcellentExcellent-30
November 199241.9PoorFairVery GoodSeriousSD30
November 199155.9PoorFairVery GoodPoorSD30