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MID. CONT. DR. over MID. CONT. DR. @ HARRY

Map 

Coordinates:
+37.67240, -97.42771
37°40'21" N, 97°25'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MID. CONT. DR. over MID. CONT. DR. @ HARRY
Structure number:5304008700MCR30
Location:MID. CONT. DR. @ HARRY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:82.0 ft. [25.0 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:65.6 ft. [20.0 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:Other Local Agencies [25]
Year built:1980
Year reconstructed:2010
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:9,245 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 minimum criteria [6]
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:59.0 tons [53.6 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201598.7Not deficientGoodGoodGood9245
October 201298.7Not deficientGoodGoodGood9245
October 201090.5Not deficientGoodGoodGood14601
August 200490.5Not deficientGoodGoodGood14601
November 200291.2Not deficientGoodSatisfactorySatisfactory14601
February 200090.5Not deficientGoodGoodSatisfactory14601