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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201579.8Not deficientGoodFairGood37850
June 201379.8Not deficientGoodFairGood37850
May 201180.0Not deficientGoodFairGood35750
October 200980.1Not deficientGoodFairGood35400
July 200879.7Not deficientGoodFairGood38550
December 200779.7Not deficientGoodFairGood39000
July 200678.5Not deficientGoodFairGood38700
June 200578.6Not deficientGoodFairGood38050
September 200377.9Not deficientGoodFairGood35500
October 200176.9Not deficientGoodFairGood34900
November 199990.7Not deficientGoodVery GoodGood34025
September 199790.6Not deficientGoodVery GoodGood32770
June 199591.7Not deficientGoodVery GoodGood31735
March 199592.7Not deficientGoodVery GoodGood30440
June 199492.7Not deficientGoodVery GoodGood30360
June 199391.7Not deficientGoodVery GoodGood29645
June 199292.1Not deficientGoodVery GoodGood24355
August 199187.6Not deficientVery GoodVery GoodGood29645