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LEES SUMMIT RD over LIT BLUE RVR

Map 

Coordinates:
+39.01736, -94.38753
39°01'03" N, 94°23'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEES SUMMIT RD over LIT BLUE RVR
Structure number:25459
Old structure number:S090B41 048 (from 1992 edition)
Location:S 36 T 49 N R 32 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.1 ft. [23.8 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Posted for load [P]
Average daily traffic:8,051 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$975,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201665.3Functionally obsoleteVery GoodFairFair8051
April 201465.3Functionally obsoleteVery GoodFairFair8051
May 201265.3Functionally obsoleteVery GoodFairFair8051
April 201067.7Functionally obsoleteVery GoodFairFair4020
March 200867.7Functionally obsoleteVery GoodFairFair4020
March 200667.7Functionally obsoleteVery GoodFairSatisfactory4020
March 200479.1Functionally obsoleteExcellentSatisfactorySatisfactory4020
July 200279.1Functionally obsoleteExcellentSatisfactoryGood4020
July 200079.1Functionally obsoleteExcellentSatisfactoryGood4020
July 199879.7Functionally obsoleteExcellentSatisfactoryGood2750
June 199657.3Functionally obsoleteFairSatisfactoryGood2750
October 199457.3Functionally obsoleteFairSatisfactoryGood2750
October 199258.4Functionally obsoleteSatisfactorySatisfactoryGood2750