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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201590.4FairSatisfactoryGoodGood-37850
June 201390.4FairSatisfactoryGoodGood-37850
May 201190.6GoodGoodGoodGood-35750
May 200990.6GoodGoodGoodGood-35400
June 200790.3GoodGoodGoodGood-39000
June 200590.4GoodVery GoodGoodGood-38050
June 200347.0GoodGoodGoodGoodSD33250
August 200190.4GoodGoodGoodGood-34900
November 199990.8FairGoodVery GoodSatisfactory-34025
August 199790.9FairGoodVery GoodSatisfactory-32770
June 199592.0FairGoodVery GoodSatisfactory-31735
March 199593.7FairGoodVery GoodSatisfactory-30440
June 199495.7FairGoodVery GoodSatisfactory-30360
June 199386.8FairGoodVery GoodSatisfactory-29645
June 199292.0FairGoodVery GoodSatisfactory-24355
August 199186.8FairGoodVery GoodSatisfactory-29645

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.112110200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3252705410
Deck
Reinforced Concrete Slabsq. ft.8,5008,075340850
Wearing Surfacessq. ft.8,5007,2251,190850