Share:

Pelham Drive over Beaverdam Creek

Louisa County, Virginia

Map

Coordinates:
+38.00194, -78.29422
38°00'07" N, 78°17'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Pelham Drive over Beaverdam Creek
Structure number:000000000028292
Location:.28 From 1085 &.30 To End
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:48 [as of 2014]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:94.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood4894.6
March 2016GoodGoodGoodVery Good4894.6
March 2014GoodGoodGoodVery Good12093.9
March 2012GoodGoodGoodVery Good12093.9
March 2010GoodGoodGoodVery Good12093.9
March 2008GoodGoodGoodVery Good12093.9
March 2006Good----95.0