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SR 51 SB over BURNS DITCH (DEEP RIVER)

Map

Coordinates:
+41.58724, -87.24044
41°35'14" N, 87°14'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 51 SB over BURNS DITCH (DEEP RIVER)
Structure number:018910
Location:00.25 N I80 / 94
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.7 ft. [13.0 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1987
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,594 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:51.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,430,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorFairFairSerious1559451.9
October 2016PoorFairFairSerious1559451.9
March 2016PoorFairFairSerious1559451.9
March 2015PoorFairFairSerious1559451.9
August 2013PoorFairFairSerious1559451.9
August 2011PoorFairFairSerious1559451.9
April 2009PoorFairFairPoor1559469.8
April 2007PoorFairFairPoor1559470.9
March 2005PoorFairFairPoor1559470.9
March 2003PoorSatisfactorySatisfactoryPoor1528872.0
April 2001PoorSatisfactorySatisfactoryPoor1528871.9
March 1999GoodGoodGoodGood1315798.8
April 1997GoodGoodGoodGood1315798.8
July 1995GoodGoodGoodGood1339899.0
July 1993GoodVery GoodVery GoodVery Good960099.3
April 1991GoodVery GoodVery GoodVery Good960099.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1761,176000
Deck
Reinforced Concrete Decksq. ft.7,5947,34402500
Wearing Surfacessq. ft.6,9036,5081802150
Substructure
Reinforced Concrete Pier Walllinear ft.138980400
Reinforced Concrete Abutmentlinear ft.9494000
Joints
Pourable Jointlinear ft.4704700
Compression Jointlinear ft.94514300
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.173173000