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N2340 over GREENLEAF CREEK

Map

Coordinates:
+36.92297, -98.84334
36°55'23" N, 98°50'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:N2340 over GREENLEAF CREEK
Structure number:233920000000000
Location:15.4N 3.W OF AVARD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.2 ft. [14.7 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span 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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:82.8 tons [75.3 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:89.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$346,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201689.9FairSatisfactorySatisfactorySatisfactory-100
January 201477.9FairFairFairFair-100
January 201277.9FairFairFairFair-100
February 201077.9FairFairFairFair-100
March 200877.9FairFairFairFair-100
April 200677.9FairFairFairFair-100
January 200449.1PoorFairPoorFairSD100
December 200142.2PoorFairPoorPoorSD100
November 199944.1PoorSatisfactoryPoorGood-100
September 199760.7FairGoodFairGood-100
August 199576.6GoodVery GoodVery GoodVery Good-100
August 199382.5GoodVery GoodVery GoodVery Good-100