N1760 over RUSH CREEK


+35.67332, -99.85495
35°40'24" N, 99°51'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N1760 over RUSH CREEK
Structure number:248800000000000
Location:1.2N 3.5E OF REYDON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2016]
Truck traffic:10% of total traffic
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$397,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodVery GoodVery GoodVery Good25100.0
May 2015GoodVery GoodVery GoodVery Good25100.0
June 2013GoodVery GoodVery GoodVery Good25100.0
July 2011GoodVery GoodVery GoodVery Good25100.0
August 2009GoodVery GoodVery GoodVery Good25100.0
August 2007GoodVery GoodVery GoodVery Good25100.0
July 2005GoodVery GoodVery GoodVery Good25100.0
July 2003GoodGoodVery GoodGood2597.0
June 2001GoodGoodVery GoodGood2597.0
May 1999GoodGoodExcellentGood2578.4
June 1997GoodGoodExcellentGood2586.9