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INTERSTATE 15 NB over BAKER INN DITCH

Map

Coordinates:
+35.26662, -116.06764
35°15'60" N, 116°04'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 15 NB over BAKER INN DITCH
Structure number:54 0279R
Location:08-SBD-015-R136.95
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:37,500 [as of 2008]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:93.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood3750093.5
March 2016FairSatisfactoryGoodGood3750094.5
March 2014FairSatisfactoryGoodGood3750094.5
March 2012FairSatisfactoryGoodSatisfactory3750094.5
March 2010FairSatisfactoryGoodSatisfactory4000094.3
March 2008FairSatisfactoryGoodSatisfactory4000094.3
February 2006FairSatisfactoryGoodSatisfactory1400096.7
April 2004FairSatisfactoryGoodSatisfactory1400096.7
June 2002FairSatisfactoryGoodSatisfactory1400096.7
December 2000FairGoodGoodSatisfactory1295096.8
October 1999GoodGoodGoodGood1295096.8
October 1998GoodGoodGoodGood1295096.8
October 1996GoodVery GoodVery GoodVery Good965097.3
January 1995GoodVery GoodVery GoodVery Good965097.3
January 1993GoodVery GoodVery GoodVery Good1145097.1
January 1991GoodVery GoodVery GoodVery Good1145097.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.3028200
Reinforced Concrete Pier Caplinear ft.1414000
Bridge Rail
Other Material Bridge Raillinear ft.24121200
Deck
Reinforced Concrete Slabsq. ft.1501351500
Wearing Surfacessq. ft.150015000