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RT CC E over BRUSH CR

Map

Coordinates:
+39.61587, -91.94223
39°36'57" N, 91°56'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT CC E over BRUSH CR
Structure number:29465
Location:S 30 T 56 N R 9 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:141.4 ft. [43.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2003
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 continuous [6]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:144 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodExcellentExcellent14498.8
October 2013GoodGoodExcellentExcellent12698.8
October 2012GoodGoodExcellentExcellent15098.7
December 2010GoodVery GoodExcellentExcellent16098.7
October 2008GoodVery GoodExcellentExcellent16498.7
November 2007GoodVery GoodExcellentExcellent18298.7
November 2005GoodVery GoodExcellentExcellent18098.7
February 2003GoodExcellentExcellentExcellent20298.7