E0480 over CAMP CREEK


+36.31874, -96.70762
36°19'07" N, 96°42'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0480 over CAMP CREEK
Structure number:246510000000000
Location:.2S .7E 4S .9W OF SKEDEE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:105.0 ft. [32.0 m]
Total length:147.6 ft. [45.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
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]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 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 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:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$668,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodGood10097.0
July 2015FairGoodVery GoodSatisfactory10097.0
August 2013FairGoodVery GoodSatisfactory10097.0
August 2011FairGoodVery GoodSatisfactory10097.0
November 2009FairGoodVery GoodSatisfactory100100.0
October 2007GoodGoodVery GoodGood100100.0
July 2005GoodGoodVery GoodGood100100.0
May 2003GoodGoodVery GoodGood100100.0
June 2001GoodGoodVery GoodGood100100.0
August 1999GoodGoodExcellentGood100100.0
January 1997GoodGoodExcellentGood100100.0
May 1995FairFairSatisfactorySatisfactory10032.9