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COLD SPRING LANE over HERRING RUN

Map

Coordinates:
+39.34525, -76.58092
39°20'43" N, 76°34'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLD SPRING LANE over HERRING RUN
Structure number:200000BC3211010
Location:0.2 MI E OF HILLEN RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.2 ft. [16.2 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,151 [as of 2015]
Truck traffic:5% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$42,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016Fair-SatisfactoryFair1615181.1
October 2014Fair-SatisfactoryFair1600081.1
October 2012Fair-SatisfactoryFair1600083.2
October 2010FairSatisfactorySatisfactoryFair1600063.7
December 2009FairSatisfactorySatisfactoryFair1600063.7
December 2007FairSatisfactorySatisfactoryFair1680063.6
October 2005FairSatisfactorySatisfactoryFair1600063.7
October 2003FairSatisfactorySatisfactoryFair1600063.7
December 2001FairSatisfactorySatisfactorySatisfactory1380075.3
November 1999FairSatisfactorySatisfactorySatisfactory1380075.3
December 1997FairSatisfactorySatisfactorySatisfactory1380076.3
January 1997FairSatisfactorySatisfactorySatisfactory1380076.3
March 1995FairGoodGoodSatisfactory1380076.7
October 1992GoodGoodGoodGood1380093.9
October 1990Good-GoodGood1380093.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.1341111580
Substructure
Reinforced Concrete Abutmentlinear ft.105010500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.13448202145