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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201598.0GoodVery GoodVery GoodVery Good-21860
June 201398.0GoodVery GoodVery GoodVery Good-21860
May 201198.0GoodVery GoodVery GoodVery Good-21860
May 200998.0GoodVery GoodVery GoodVery Good-21860
February 200799.0GoodVery GoodVery GoodVery Good-21860