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FM over JORDAN CREEK

Map

Coordinates:
+41.92442, -95.86310
41°55'28" N, 95°51'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over JORDAN CREEK
Structure number:000000000249532
Location:082430905
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:56.1 ft. [17.1 m]
Total length:179.1 ft. [54.6 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:2000
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: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: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2012]
Truck traffic:5% 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:99.9
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2015GoodVery GoodVery GoodVery Good20099.9
April 2013GoodVery GoodVery GoodVery Good20099.9
May 2011GoodExcellentExcellentExcellent25099.9
May 2009GoodExcellentExcellentExcellent25099.9
May 2007GoodExcellentExcellentExcellent9085.6
May 2005GoodExcellentExcellentExcellent9085.6
June 2003GoodExcellentExcellentExcellent9085.6
May 2001GoodExcellentExcellentExcellent9082.6