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N89 over BEAVER CREEK

Map

Coordinates:
+40.05137, -100.29881
40°03'05" N, 100°17'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N89 over BEAVER CREEK
Structure number:S089 01514
Location:1W LEBANON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:51.8 ft. [15.8 m]
Total length:131.9 ft. [40.2 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:1959
Year reconstructed:2013
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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:270 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodVery GoodVery GoodGood27081.0
April 2016FairSatisfactorySatisfactoryGood30579.4
April 2014FairFairFairGood30565.6
April 2012PoorPoorPoorGood28548.2
April 2010FairFairFairGood23569.8
April 2008FairFairFairGood23570.8
April 2006FairFairFairVery Good33582.4
October 2004FairFairFairVery Good35582.4
May 2002FairFairFairVery Good51082.4
December 2000FairFairFairVery Good42082.4
October 1998FairFairFairVery Good42081.4
November 1996FairFairFairVery Good31079.4
November 1994GoodGoodGoodVery Good35091.9
October 1992GoodGoodGoodVery Good37591.9
December 1990GoodGoodGoodVery Good37591.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6262000
Prestressed Concrete Pileeach109100
Reinforced Concrete Pier Caplinear ft.1741641000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.268268000
Deck
Reinforced Concrete Slabsq. ft.4,1234,0933000
Wearing Surfacessq. ft.3,6963,696000