Share:

LOCAL over COOPER CREEK

Map

Coordinates:
+40.75050, -92.85817
40°45'02" N, 92°51'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL over COOPER CREEK
Structure number:000000000065331
Location:069173030
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:56.1 ft. [17.1 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2006
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: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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [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:Better than present minimum criteria [7]
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:91.9
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2015GoodVery GoodVery GoodVery Good40091.9
October 2013GoodVery GoodVery GoodVery Good40091.9
November 2011GoodVery GoodExcellentExcellent40091.9
October 2009GoodVery GoodExcellentExcellent40091.9
November 2007GoodExcellentExcellentExcellent40099.9
May 2006GoodExcellentExcellentExcellent50100.0