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34TH ST over I-635 HWY

Map 

Coordinates:
+39.14472, -94.66972
39°08'41" N, 94°40'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:34TH ST over I-635 HWY
Structure number:999963501053101
Location:2.36 MI N US-24/I-635 JCT
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:86.3 ft. [26.3 m]
Total length:175.2 ft. [53.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
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:1,015 [as of 2003]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.9 tons [69.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:95.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$194,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201595.0GoodVery GoodGoodVery Good-1015
June 201395.0GoodVery GoodVery GoodVery Good-1015
May 201195.0GoodVery GoodVery GoodVery Good-1015
May 200995.0GoodVery GoodVery GoodVery Good-1015
June 200795.0GoodVery GoodVery GoodVery Good-1015