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IRR/N94 over LOGAN CREEK OVERFLOW

Map

Coordinates:
+42.11431, -96.69649
42°06'52" N, 96°41'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR/N94 over LOGAN CREEK OVERFLOW
Structure number:S094 00055
Location:0E PENDER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:855 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:62.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairFairGood85562.1
September 2014FairFairFairGood85562.1
August 2012FairFairFairGood82564.6
October 2010FairFairFairGood77064.7
September 2008FairFairFairGood77065.7
October 2006FairFairFairGood82062.9
March 2004FairFairFairGood79562.9
October 2002FairFairFairGood85062.9
March 2000FairFairFairGood80562.9
April 1998FairFairFairGood80562.9
April 1996FairFairFairGood79563.9
March 1994FairFairFairGood71570.2
March 1992FairSatisfactorySatisfactoryVery Good72581.2
February 1990FairSatisfactorySatisfactoryVery Good72581.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6464000
Steel Pileeach2217500
Reinforced Concrete Pier Caplinear ft.1801522440
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.124012400
Deck
Reinforced Concrete Slabsq. ft.1,9031,65602470
Wearing Surfacessq. ft.1,6121,5280840