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NB I35 TO U69 RP over TURKEY CR & NALL AVE

Map 

Coordinates:
+39.04670, -94.64885
39°02'48" N, 94°38'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB I35 TO U69 RP over TURKEY CR & NALL AVE
Structure number:999903501052791
Location:0.56 MI E S WYANOTTE COLN
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:276.9 ft. [84.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1989
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:58,000 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:87.8 tons [79.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$248,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201489.0Functionally obsoleteGoodVery GoodVery Good58000
June 201289.0Functionally obsoleteGoodVery GoodVery Good58000
June 201089.0Functionally obsoleteGoodVery GoodVery Good58000
June 200889.0Functionally obsoleteGoodVery GoodVery Good58000
June 200689.0Functionally obsoleteGoodVery GoodVery Good57500
July 200489.0Functionally obsoleteGoodVery GoodVery Good61500
May 200287.0Functionally obsoleteGoodVery GoodVery Good3015
May 200087.0Functionally obsoleteGoodVery GoodVery Good3015
June 199887.0Functionally obsoleteGoodVery GoodVery Good3015
October 199683.0Not deficientGoodVery GoodVery Good3015
August 199483.0Not deficientGoodVery GoodVery Good3015
November 199284.0Not deficientGoodVery GoodVery Good3015
June 199083.3Not deficientGoodVery GoodVery Good3015