+42.67732, -97.14020
42°40'38" N, 97°08'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLL 7803 over EAST BOW CREEK
Structure number:C001402415P
Location:JCT N12/N15 3.6S 6.7E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:76.1 ft. [23.2 m]
Total length:231.0 ft. [70.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:2005
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:65 [as of 1998]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodExcellentExcellentVery Good6598.9
October 2016GoodExcellentExcellentVery Good6599.0
October 2014GoodExcellentExcellentVery Good6599.0
October 2012GoodExcellentExcellentExcellent65100.0
October 2010GoodExcellentExcellentExcellent65100.0
November 2008GoodExcellentExcellentExcellent65100.0
April 2007GoodExcellentExcellentExcellent65100.0
September 2005PoorPoorPoorPoor6524.0
October 2004PoorPoorPoorPoor6524.0
October 2003PoorPoorPoorPoor6524.0
September 2002PoorPoorPoorPoor6524.0
September 2001PoorPoorPoorPoor6524.0
September 2000PoorPoorPoorPoor6524.0
August 1999PoorPoorPoorPoor6524.0
August 1998PoorPoorPoorPoor6524.0
September 1997FairSatisfactoryFairFair6541.5
October 1996FairSatisfactoryFairFair6541.5
October 1995FairSatisfactoryFairFair6542.0
September 1993FairSatisfactoryFairFair6542.0
September 1991FairSatisfactoryFairFair6549.1