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TR 23 over CANE CREEK

Map

Coordinates:
+37.88664, -88.29768
37°53'12" N, 88°17'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 23 over CANE CREEK
Structure number:030307600000000
Old structure number:000030307603224 (from 1992 edition)
Location:EAST EDGE OF OMAHA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2013]
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: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:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2014GoodVery GoodVery GoodVery Good2598.0
November 2010GoodExcellentExcellentExcellent50100.0
November 2006GoodExcellentExcellentExcellent50100.0
December 2002GoodExcellentExcellentExcellent75100.0
July 1999GoodExcellentExcellentExcellent75100.0
October 1994GoodExcellentExcellentExcellent29100.0
October 1992GoodExcellentExcellentExcellent29100.0
October 1990GoodExcellentExcellentExcellent29100.0