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LEE HIGHWAY over ACCOTINK CREEK

Map

Coordinates:
+38.86361, -77.28332
38°51'49" N, 77°16'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEE HIGHWAY over ACCOTINK CREEK
Structure number:000000000022494
Location:00.44 237 / 01.38 123
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1978
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:39,654 [as of 2014]
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory3965487.1
May 2015FairSatisfactorySatisfactorySatisfactory3965487.1
June 2013FairSatisfactorySatisfactorySatisfactory2375089.5
July 2011FairSatisfactorySatisfactorySatisfactory2375089.5
August 2009FairSatisfactorySatisfactorySatisfactory2375089.5
August 2007FairSatisfactorySatisfactorySatisfactory2375083.5
October 2005FairSatisfactorySatisfactorySatisfactory2375085.5
October 2003FairSatisfactorySatisfactorySatisfactory2375083.5
October 2001GoodGood-Good2375082.5
November 1999GoodGood-Good2375085.5
November 1997GoodGood-Good2375085.5
August 1995GoodGoodGoodGood2375085.5
May 1993GoodGoodGoodGood3109079.6
November 1990GoodGoodGoodGood3109079.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.265026500
Reinforced Concrete Abutmentlinear ft.265026500
Joints
Compression Jointlinear ft.265026500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.260026000
Deck
Reinforced Concrete Slabsq. ft.11,440011,44000