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FM over CEDAR CREEK

Map

Coordinates:
+41.10094, -92.92644
41°06'03" N, 92°55'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over CEDAR CREEK
Structure number:000000000253751
Location:073182703
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:82.0 ft. [25.0 m]
Total length:226.1 ft. [68.9 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:2002
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: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2014]
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:Equal to present desirable criteria [8]
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:95.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2015GoodVery GoodVery GoodVery Good6095.0
November 2012GoodVery GoodVery GoodVery Good5095.0
December 2010GoodVery GoodExcellentExcellent5095.0
December 2008GoodExcellentExcellentExcellent5095.0
March 2007GoodExcellentExcellentExcellent5095.0
March 2005GoodExcellentExcellentExcellent8095.0
May 2003GoodExcellentExcellentExcellent8095.0