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EBL I-64 over BEAVERDAM CREEK

Map

Coordinates:
+37.47037, -76.90192
37°28'13" N, 76°54'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL I-64 over BEAVERDAM CREEK
Structure number:000000000012673
Location:1.02 FR 33 &2.8 TO J CITY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:75.1 ft. [22.9 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:27,427 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorSatisfactoryPoorSatisfactory2742769.1
February 2017PoorSatisfactoryPoorSatisfactory2742769.1
February 2016PoorSatisfactoryPoorSatisfactory2742767.2
February 2015PoorSatisfactoryPoorSatisfactory2337567.8
February 2014PoorSatisfactoryPoorSatisfactory2337567.8
February 2012FairSatisfactoryFairSatisfactory2337584.5
January 2010FairSatisfactoryFairSatisfactory2337584.5
February 2008FairSatisfactoryFairSatisfactory2367884.5
February 2006FairSatisfactoryFairSatisfactory2101284.7
March 2004FairSatisfactoryFairSatisfactory2193384.6
February 2002FairSatisfactoryFairSatisfactory1930884.9
February 2000FairSatisfactorySatisfactorySatisfactory2366095.8
February 1998FairSatisfactorySatisfactorySatisfactory2450095.7
February 1996FairGoodSatisfactorySatisfactory1800096.7
March 1994GoodVery GoodGoodGood3600095.3
March 1992GoodVery GoodVery GoodVery Good1356097.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,09292601633
Steel Protective Coatingsq. ft.9,82806,8432,457528
Deck
Reinforced Concrete Decksq. ft.8,0056,7811,0681560
Substructure
Reinforced Concrete Pier Walllinear ft.8608600
Reinforced Concrete Abutmentlinear ft.1521193120
Reinforced Concrete Pier Caplinear ft.116106730
Joints
Pourable Jointlinear ft.2492183010
Bearings
Movable Bearingeach1800180
Steel Protective Coatingsq. ft.5400054
Fixed Bearingeach1820160
Steel Protective Coatingsq. ft.5400054
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3643174430
Reinforced Concrete Bridge Raillinear ft.364359410