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10TH STREET over I-70 HIGHWAY

Map 

Coordinates:
+39.09200, -94.63533
39°05'31" N, 94°38'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:10TH STREET over I-70 HIGHWAY
Structure number:999907001050211
Location:0.82 MILES E US-69 W JCT
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:74.5 ft. [22.7 m]
Total length:144.4 ft. [44.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1988
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:7,985 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:55.1 tons [50.1 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:94.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$259,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201594.8Not deficientGoodGoodGood7985
June 201394.8Not deficientGoodGoodGood7985
May 201196.2Not deficientGoodGoodGood7985
May 200996.2Not deficientGoodGoodGood7985
June 200795.2Not deficientGoodGoodGood7985
June 200595.2Not deficientGoodGoodGood7985
June 200395.1Not deficientGoodVery GoodVery Good9189
August 200195.1Not deficientGoodVery GoodVery Good9189
November 199995.1Not deficientGoodVery GoodVery Good9189
August 199793.1Not deficientGoodVery GoodVery Good9189
March 199593.0Not deficientVery GoodVery GoodVery Good9189
June 199395.3Not deficientVery GoodVery GoodVery Good9189
August 199195.3Not deficientGoodVery GoodVery Good9189