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IMPALA DR over MUSSEL CR

Map

Coordinates:
+40.06086, -92.85644
40°03'39" N, 92°51'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IMPALA DR over MUSSEL CR
Structure number:22473
Old structure number:35800011 105 (from 1992 edition)
Location:S 25 T 61 N R 18 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairVery GoodSatisfactoryVery Good30100.0
January 2016FairVery GoodSatisfactoryVery Good30100.0
January 2014FairVery GoodSatisfactoryVery Good30100.0
March 2012FairVery GoodSatisfactoryVery Good35100.0
March 2010GoodVery GoodVery GoodVery Good35100.0
February 2008GoodVery GoodVery GoodExcellent35100.0
December 2005GoodVery GoodVery GoodExcellent35100.0
April 2004GoodVery GoodVery GoodExcellent35100.0
March 2002GoodVery GoodVery GoodExcellent35100.0
January 2000GoodExcellentExcellentExcellent35100.0
December 1997GoodExcellentExcellentExcellent35100.0
January 1994GoodExcellentExcellentExcellent3597.0