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SHWN DR over I-635 HIGHWAY

Map 

Coordinates:
+39.05323, -94.67912
39°03'12" N, 94°40'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHWN DR over I-635 HIGHWAY
Structure number:999963501050321
Location:1.02 MILES N I-35
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:269.4 ft. [82.1 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1971
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:12,210 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:93.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$539,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201593.8Not deficientFairGoodGood12210
June 201394.8Not deficientSatisfactoryGoodGood12210
December 201165.4Functionally obsoleteSatisfactoryGoodGood12210
May 200965.4Functionally obsoleteGoodGoodGood12210
October 200867.4Functionally obsoleteVery GoodGoodGood12210
June 200767.4Functionally obsoleteSatisfactoryGoodGood12210
June 200566.1Functionally obsoleteSatisfactoryGoodGood12210
June 200368.4Functionally obsoleteGoodGoodGood10326
August 200168.4Functionally obsoleteGoodVery GoodGood10326
December 199968.4Functionally obsoleteVery GoodVery GoodVery Good10326
October 199766.4Functionally obsoleteVery GoodVery GoodVery Good10326
April 199572.2Functionally obsoleteSatisfactoryVery GoodGood10326
June 199375.0Functionally obsoleteSatisfactoryVery GoodGood10326
August 199193.1Not deficientSatisfactoryVery GoodGood10326