N2210 over BNSF R.R. UNDER


+36.43667, -99.06667
36°26'12" N, 99°04'00" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2210 over BNSF R.R. UNDER
Structure number:240830000000000
Location:.5S & 1.2W OF QUINLAN
Purpose:Carries highway over railroad
Route classification:Local (Rural) [09]
Length of largest span:83.0 ft. [25.3 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:32.2 ft. [9.8 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]
Number of main spans:3
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2015]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
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:$434,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201697.0GoodGoodVery GoodGood-190
May 201497.0GoodGoodVery GoodGood-190
May 201297.0GoodGoodVery GoodGood-190
June 201097.0GoodGoodVery GoodGood-190
June 200897.0GoodGoodVery GoodGood-190
June 200697.0GoodGoodVery GoodGood-190
March 200497.0GoodGoodVery GoodGood-190
January 200297.0GoodGoodVery GoodGood-190
December 199997.0GoodGoodExcellentGood-190
November 199797.0GoodGoodExcellentGood-190
November 199594.9FairSatisfactoryVery GoodGood-190