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COLL 7495 over BIG SANDY CREEK

Map

Coordinates:
+42.77389, -99.05506
42°46'26" N, 99°03'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLL 7495 over BIG SANDY CREEK
Structure number:C004501905P
Location:2.2W 16N ATKINSON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:75.1 ft. [22.9 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40 [as of 1998]
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:93.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairVery GoodVery Good4093.3
September 2014GoodExcellentExcellentExcellent4094.3
September 2012GoodExcellentExcellentGood4099.7
September 2010GoodExcellentExcellentGood4099.7
November 2008GoodExcellentExcellentExcellent4099.7
November 2006GoodExcellentExcellentExcellent4089.8
November 2004GoodExcellentExcellentExcellent4089.8
November 2002GoodExcellentExcellentExcellent4089.8
October 2000GoodExcellentExcellentExcellent4089.8
October 1998GoodExcellentExcellentExcellent4089.8
October 1996GoodExcellentExcellentExcellent4089.8
October 1994GoodExcellentExcellentExcellent4089.8
February 1992GoodExcellentExcellentExcellent4089.8
November 1991PoorPoorFairSatisfactory4020.8