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PINDER HILL ROAD over BROWNS BRANCH

Map

Coordinates:
+39.15806, -75.97324
39°09'29" N, 75°58'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINDER HILL ROAD over BROWNS BRANCH
Structure number:200000Q-0023030
Location:1 M SW OF JCT JOHN POWEL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2010]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.7
Estimated cost of work:$44,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Fair6 out of 10110097.7
May 2014Fair6 out of 10110096.7
May 2012Fair6 out of 10110097.7
May 2010Fair6 out of 10110097.7
May 2008Fair6 out of 10110097.7
May 2006Fair6 out of 10110098.7
May 2004Fair6 out of 10110098.7
July 2002Fair6 out of 10110098.7
April 2000Fair6 out of 10110099.7
April 1998Fair6 out of 1099999.8
June 1996Good8 out of 1099999.8
June 1995Fair6 out of 1099999.8
March 1993Good8 out of 1099999.8
March 1991Good7 out of 1099999.8