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LOCAL RD. P-19 over BARNES CREEK

Map

Coordinates:
+39.69050, -95.86361
39°41'26" N, 95°51'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL RD. P-19 over BARNES CREEK
Structure number:000660977003424
Location:4.0W 1.9S OF GRANADA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:2003
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:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2008]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:75.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$67,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodVery GoodGoodVery Good1075.0
July 2016GoodVery GoodGoodVery Good1075.0
June 2014GoodVery GoodVery GoodVery Good1074.0
April 2012GoodVery GoodVery GoodVery Good1074.0
June 2010GoodVery GoodVery GoodVery Good1074.0
August 2008GoodExcellentVery GoodVery Good1075.0
July 2006GoodExcellentVery GoodVery Good1075.0
June 2004GoodExcellentVery GoodVery Good1075.0
October 2001PoorFairCriticalFair1028.7
February 1999PoorFairCriticalFair1028.7
November 1996PoorFairCriticalCritical1028.7
October 1994PoorFairCriticalCritical1028.7
August 1992PoorFairCriticalCritical1026.7
December 1990PoorFairCriticalCritical1026.7