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I-70 EB HWY (KTA over ROCK QUARRY ACCESS ROAD

Map 

Coordinates:
+39.10518, -94.68787
39°06'19" N, 94°41'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 EB HWY (KTA over ROCK QUARRY ACCESS ROAD
Structure number:999907001051723
Location:0.44 MILES W I-635 SB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:64.0 ft. [19.5 m]
Total length:162.4 ft. [49.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Owner:State Toll Authority [31]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:37,850 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.3 tons [56.6 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:90.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$292,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201590.4Not deficientSatisfactoryGoodGood37850
June 201390.4Not deficientSatisfactoryGoodGood37850
May 201190.6Not deficientGoodGoodGood35750
May 200990.6Not deficientGoodGoodGood35400
June 200790.3Not deficientGoodGoodGood39000
June 200590.4Not deficientVery GoodGoodGood38050
June 200347.0Structurally deficientGoodGoodGood33250
August 200190.4Not deficientGoodGoodGood34900
November 199990.8Not deficientGoodVery GoodSatisfactory34025
August 199790.9Not deficientGoodVery GoodSatisfactory32770
June 199592.0Not deficientGoodVery GoodSatisfactory31735
March 199593.7Not deficientGoodVery GoodSatisfactory30440
June 199495.7Not deficientGoodVery GoodSatisfactory30360
June 199386.8Not deficientGoodVery GoodSatisfactory29645
June 199292.0Not deficientGoodVery GoodSatisfactory24355
August 199186.8Not deficientGoodVery GoodSatisfactory29645