E0270 over LONG CREEK


+36.62388, -99.16980
36°37'26" N, 99°10'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0270 over LONG CREEK
Structure number:208280000000000
Location:12.9N 1.9E OF MOORELAND
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:55.1 ft. [16.8 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1984
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
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:$644,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 2016100.0FairSatisfactorySatisfactoryGood-100
May 2014100.0FairSatisfactorySatisfactorySatisfactory-100
May 201299.0FairFairGoodSatisfactory-100
June 201099.0FairFairGoodSatisfactory-100
June 200899.0FairFairGoodSatisfactory-100
June 2006100.0FairGoodGoodSatisfactory-100
March 2004100.0FairGoodGoodSatisfactory-100
January 2002100.0GoodGoodGoodGood-100
December 1999100.0GoodGoodExcellentGood-100
November 1997100.0FairGoodExcellentSatisfactory-100
October 1995100.0FairSatisfactoryVery GoodSatisfactory-100
October 199399.9GoodGoodGoodVery Good-100
October 199199.9GoodGoodGoodGood-100