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PARALLEL, EB over I-635 HWY

Map 

Coordinates:
+39.12833, -94.67694
39°07'42" N, 94°40'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARALLEL, EB over I-635 HWY
Structure number:999963501053041
Location:.87 MI N US-24/I-635 JCT
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.4 ft. [23.3 m]
Total length:155.2 ft. [47.3 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:21,860 [as of 2002]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:98.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$395,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201598.0Not deficientVery GoodVery GoodVery Good21860
June 201398.0Not deficientVery GoodVery GoodVery Good21860
May 201198.0Not deficientVery GoodVery GoodVery Good21860
May 200998.0Not deficientVery GoodVery GoodVery Good21860
February 200799.0Not deficientVery GoodVery GoodVery Good21860