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MILL POND RD. over PO RIVER

Map

Coordinates:
+38.21778, -77.66657
38°13'04" N, 77°39'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILL POND RD. over PO RIVER
Structure number:000000000026503
Location:0.7M RTE608-2.1M RTE612
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:44.9 ft. [13.7 m]
Owner:State Highway Agency [01]
Year built:2000
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:463 [as of 2014]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Good7 out of 1046399.8
September 2016Good7 out of 1046399.8
September 2014Good8 out of 1048099.8
September 2012Good8 out of 1048099.8
September 2010Good8 out of 1048099.8
September 2008Good8 out of 1048099.8
August 2006Good8 out of 1048099.8
September 2004Good8 out of 1048099.8
November 2002Good8 out of 1039499.9
October 2000Good9 out of 1039499.9