Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201595.0Not deficientVery GoodGoodVery Good1015
June 201395.0Not deficientVery GoodVery GoodVery Good1015
May 201195.0Not deficientVery GoodVery GoodVery Good1015
May 200995.0Not deficientVery GoodVery GoodVery Good1015
June 200795.0Not deficientVery GoodVery GoodVery Good1015