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I-70 EB HWY (KTA) over 57TH&BRENNER HGTS CR

Map 

Coordinates:
+39.10521, -94.70969
39°06'19" N, 94°42'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 EB HWY (KTA) over 57TH&BRENNER HGTS CR
Structure number:999907001051283
Location:1.62 MILES E TURNER DIAG
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.1 ft. [30.5 m]
Total length:683.8 ft. [208.4 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Owner:State Toll Authority [31]
Year built:1956
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:8
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 

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:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:38.1 tons [34.6 metric tons]
Sufficiency rating:79.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,316,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.8FairGoodFairGood-37850
June 201379.8FairGoodFairGood-37850
May 201180.0FairGoodFairGood-35750
October 200980.1FairGoodFairGood-35400
July 200879.7FairGoodFairGood-38550
December 200779.7FairGoodFairGood-39000
July 200678.5FairGoodFairGood-38700
June 200578.6FairGoodFairGood-38050
September 200377.9FairGoodFairGood-35500
October 200176.9FairGoodFairGood-34900
November 199990.7GoodGoodVery GoodGood-34025
September 199790.6GoodGoodVery GoodGood-32770
June 199591.7GoodGoodVery GoodGood-31735
March 199592.7GoodGoodVery GoodGood-30440
June 199492.7GoodGoodVery GoodGood-30360
June 199391.7GoodGoodVery GoodGood-29645
June 199292.1GoodGoodVery GoodGood-24355
August 199187.6GoodVery GoodVery GoodGood-29645