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

Map 

Coordinates:
+39.10537, -94.70970
39°06'19" N, 94°42'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 WB HWY (KTA over 57TH&BRENNER HGTS CR
Structure number:999907001051273
Location:1.61 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:23.3 ft. [7.1 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,316,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201577.7Functionally obsoleteGoodFairGood37850
June 201377.7Functionally obsoleteGoodFairGood37850
May 201177.9Functionally obsoleteGoodFairGood35750
October 200978.0Functionally obsoleteGoodFairGood35400
December 200777.6Functionally obsoleteGoodFairGood39000
June 200576.5Functionally obsoleteGoodFairGood38050
September 200376.8Functionally obsoleteGoodFairGood35500
October 200176.9Not deficientGoodFairGood34900
November 199989.7Functionally obsoleteGoodVery GoodGood34025
September 199789.5Functionally obsoleteGoodVery GoodGood32770
June 199589.6Functionally obsoleteVery GoodVery GoodGood31735
March 199590.6Not deficientVery GoodVery GoodGood30440
June 199490.6Not deficientVery GoodVery GoodGood30360
June 199391.7Not deficientVery GoodVery GoodGood29645
June 199292.1Not deficientVery GoodVery GoodGood24355
August 199187.6Not deficientVery GoodVery GoodGood29645