E0370 over BNSF R.R. UNDER


+36.47833, -99.02376
36°28'42" N, 99°01'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0370 over BNSF R.R. UNDER
Structure number:240810000000000
Location:1.6N 1E OF QUINLAN
Purpose:Carries highway over railroad
Route classification:Major Collector (Rural) [07]
Length of largest span:75.1 ft. [22.9 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:25°
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:100 [as of 2015]
Truck traffic:15% 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]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:$460,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 2016100.0GoodGoodVery GoodGood-100
May 2014100.0GoodGoodVery GoodGood-100
May 2012100.0GoodGoodVery GoodGood-100
June 2010100.0GoodGoodVery GoodGood-100
June 2008100.0GoodGoodVery GoodGood-100
June 2006100.0GoodGoodVery GoodGood-100
March 2004100.0GoodGoodVery GoodGood-100
January 2002100.0GoodGoodVery GoodGood-100
December 1999100.0GoodGoodExcellentGood-100
November 1997100.0GoodGoodExcellentGood-100
November 1995100.0FairSatisfactoryVery GoodGood-100