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U69 TO I35 SB RP over TURKEY CR & FOX RDG DR

Map 

Coordinates:
+39.04738, -94.64896
39°02'51" N, 94°38'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U69 TO I35 SB RP over TURKEY CR & FOX RDG DR
Structure number:999903501052801
Location:0.57 MI E S WY CL
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.2 ft. [22.6 m]
Total length:244.4 ft. [74.5 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:15.4 ft. [4.7 m]
Skew angle:27°
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:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$219,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.0Functionally obsoleteGoodGoodVery Good58000
June 201295.0Functionally obsoleteGoodGoodVery Good58000
June 201095.0Functionally obsoleteGoodGoodVery Good58000
June 200895.0Functionally obsoleteGoodGoodVery Good58000
June 200695.0Functionally obsoleteGoodGoodVery Good57500
July 200495.0Functionally obsoleteGoodVery GoodVery Good61500
May 200292.0Functionally obsoleteGoodVery GoodVery Good2660
May 200092.0Functionally obsoleteGoodVery GoodVery Good2660
June 199892.0Functionally obsoleteGoodVery GoodVery Good2660
October 199689.8Not deficientGoodVery GoodVery Good2660
August 199485.9Not deficientGoodVery GoodVery Good2660
November 199286.9Not deficientGoodVery GoodVery Good2660
June 199085.8Not deficientGoodVery GoodVery Good2660