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FM over BRUSH CREEK

Map

Coordinates:
+41.87705, -92.81478
41°52'37" N, 92°48'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over BRUSH CREEK
Structure number:000000000241791
Location:082173401
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:99.9
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2014GoodVery GoodVery GoodVery Good50099.9
November 2012GoodExcellentExcellentExcellent44099.9
November 2010GoodExcellentExcellentExcellent44099.9
November 2008GoodExcellentExcellentExcellent53099.9
April 2007GoodExcellentExcellentExcellent53099.9
September 2004GoodExcellentExcellentExcellent53099.9
February 2003GoodExcellentExcellentExcellent46099.9