Share:

RICHFIELD RD over RUSH CR

Map

Coordinates:
+39.24445, -94.38590
39°14'40" N, 94°23'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RICHFIELD RD over RUSH CR
Structure number:20119
Old structure number:2475009 024 (from 1992 edition)
Location:S 9 T 51 N R 31 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1920
Year reconstructed:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:900 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:38.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$242,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorSatisfactoryFairSerious90038.9
December 2015PoorSatisfactorySatisfactorySerious90038.9
December 2013PoorSatisfactorySatisfactorySerious90038.9
December 2011PoorSatisfactorySatisfactorySerious90038.9
November 2010FairSatisfactorySatisfactorySatisfactory90038.9
May 2008FairSatisfactorySatisfactorySatisfactory90038.9
June 2006FairGoodSatisfactorySatisfactory90038.9
December 2004FairGoodSatisfactorySatisfactory90038.9
May 2002FairGoodSatisfactorySatisfactory90038.9
January 2000FairGoodSatisfactorySatisfactory90038.9
March 1998FairGoodSatisfactorySatisfactory90038.9
December 1989FairGoodSatisfactorySatisfactory75038.0