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COLD SPRING LANE over HERRING RUN

Map 

Coordinates:
+39.34529, -76.58076
39°20'43" N, 76°34'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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