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COLD SPRING LANE over HERRING RUN

Map

Coordinates:
+39.34529, -76.58076
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]
Operating rating:53.4 tons [48.5 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:81.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$42,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201681.1Fair-SatisfactoryFair-16151
October 201481.1Fair-SatisfactoryFair-16000
October 201283.2Fair-SatisfactoryFair-16000
October 201063.7FairSatisfactorySatisfactoryFairFO16000
December 200963.7FairSatisfactorySatisfactoryFairFO16000
December 200763.6FairSatisfactorySatisfactoryFairFO16800
October 200563.7FairSatisfactorySatisfactoryFairFO16000
October 200363.7FairSatisfactorySatisfactoryFairFO16000
December 200175.3FairSatisfactorySatisfactorySatisfactoryFO13800
November 199975.3FairSatisfactorySatisfactorySatisfactoryFO13800
December 199776.3FairSatisfactorySatisfactorySatisfactoryFO13800
January 199776.3FairSatisfactorySatisfactorySatisfactoryFO13800
March 199576.7FairGoodGoodSatisfactoryFO13800
October 199293.9GoodGoodGoodGood-13800
October 199093.9Good-GoodGood-13800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Archlinear ft.67040270
Substructure
Reinforced Concrete Abutmentlinear ft.105010500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2500230200