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LRD DARLING RD over N BR NIPPERSINK CREEK

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

Facts 

Name:LRD DARLING RD over N BR NIPPERSINK CREEK
Structure number:B64005500000000
Location:0.8M S JCT CTH B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:231 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201694.5FairSatisfactorySatisfactorySatisfactory-231
August 201494.5FairSatisfactorySatisfactoryGood-200
August 201294.5FairSatisfactoryGoodVery Good-200
August 201094.5FairSatisfactoryGoodVery Good-200
August 200894.5GoodGoodGoodVery Good-200
August 200694.5GoodGoodGoodVery Good-200
November 200494.5GoodGoodGoodVery Good-200
November 200294.5GoodGoodGoodVery Good-200
May 200094.5GoodGoodGoodVery Good-200
July 199894.5GoodGoodGoodVery Good-200
November 199694.5GoodGoodGoodVery Good-200
August 199494.0GoodVery GoodVery GoodVery Good-200
May 199294.0GoodVery GoodVery GoodVery Good-200
September 199094.0GoodVery GoodVery GoodVery Good-200