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DAHLGREN ROAD over PEPPERMILL CREEK

Map

Coordinates:
+38.32478, -77.13283
38°19'29" N, 77°07'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DAHLGREN ROAD over PEPPERMILL CREEK
Structure number:000000000025674
Location:5.7M RTE3-0.6M RTE218
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:2006
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,123 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:93.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodVery GoodGood912393.2
December 2016GoodGoodVery GoodVery Good912392.9
December 2014GoodVery GoodVery GoodVery Good816793.6
December 2012GoodVery GoodVery GoodVery Good816793.6
December 2010GoodVery GoodVery GoodVery Good816793.9
December 2008GoodVery GoodVery GoodVery Good816793.9
October 2006GoodExcellentExcellentExcellent210098.4