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ROCKWELL LN over BRUSH CR

Map

Coordinates:
+39.03703, -94.60101
39°02'13" N, 94°36'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROCKWELL LN over BRUSH CR
Structure number:25432
Old structure number:S078B311 048 (from 1992 edition)
Location:S 30 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,536 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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:85.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodGoodGoodGood253685.9
April 2014GoodGoodGoodVery Good253685.9
April 2012GoodGoodGoodVery Good253685.9
April 2010GoodGoodGoodVery Good267085.9
April 2008GoodVery GoodVery GoodVery Good267085.9
March 2006GoodGoodVery GoodVery Good267085.9
March 2004GoodVery GoodVery GoodVery Good331080.8
June 2002GoodVery GoodVery GoodExcellent331080.8
June 2000GoodVery GoodVery GoodExcellent331080.6
June 1998GoodExcellentExcellentExcellent232085.7
July 1996GoodExcellentExcellentExcellent232085.7
March 1995GoodExcellentExcellentExcellent232085.7