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COLDSPRING LANE RA over JONES FALLS

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLDSPRING LANE RA over JONES FALLS
Structure number:200000BC3128010
Location:COLDSPRING AT I-83
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:68.9 ft. [21.0 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Year reconstructed:1987
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,900 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:71.8 tons [65.3 metric tons]
Sufficiency rating:84.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$38,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201684.7FairGoodFairSatisfactory-29900
May 201496.2FairGoodSatisfactorySatisfactory-29900
May 201291.0FairSatisfactoryGoodSatisfactory-29900
May 201091.0FairGoodSatisfactorySatisfactory-29900
February 200891.0FairGoodGoodSatisfactory-29900
December 200591.0FairGoodGoodSatisfactory-29900
November 200391.0FairGoodGoodSatisfactory-29900
October 200388.7GoodVery GoodGoodGood-29900
March 200289.1GoodVery GoodGoodGood-25727
February 200089.1GoodVery GoodGoodGood-25727
February 199889.1GoodVery GoodGoodGood-25727
March 199589.6GoodVery GoodGoodGood-25727
October 199289.6GoodVery GoodVery GoodVery Good-25727
October 199077.5GoodVery GoodVery GoodVery Good-25727