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EB-9004 over OLD WHITE PLAINS RD&CREE

Map

Coordinates:
+37.18446, -87.44455
37°11'04" N, 87°26'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB-9004 over OLD WHITE PLAINS RD&CREE
Structure number:054B00097R
Old structure number:054*9004*B0097P (from 1992 edition)
Location:NBL .5 MI S OF US 62 NTR
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:36.1 ft. [11.0 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1963
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,114 [as of 2014]
Truck traffic:30% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:99.9 tons [90.8 metric tons]
Inventory rating:60.0 tons [54.5 metric tons]
Sufficiency rating:88.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$702,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201588.4FairGoodSatisfactorySatisfactory-6114
April 201388.4FairGoodSatisfactorySatisfactory-5774
April 201188.4FairGoodSatisfactorySatisfactory-5850
April 200977.4FairGoodSatisfactorySatisfactory-4980
August 200774.7FairGoodSatisfactorySatisfactoryFO10500
May 200578.7FairGoodSatisfactorySatisfactory-11452
May 200381.5FairGoodSatisfactorySatisfactory-12479
May 200179.5FairGoodSatisfactorySatisfactory-12479
May 199979.5FairSatisfactorySatisfactorySatisfactory-12479
May 199779.4FairGoodSatisfactorySatisfactory-13654
May 199580.3FairSatisfactoryGoodSatisfactory-7038
May 199380.3FairGoodGoodSatisfactory-7038
May 199177.3FairGoodGoodSatisfactory-7038

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.936936000
Deck
Reinforced Concrete Top Flangesq. ft.5,8865,53335300
Substructure
Reinforced Concrete Columneach2121000
Reinforced Concrete Abutmentlinear ft.72363600
Reinforced Concrete Pier Caplinear ft.96761820
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.312312000