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LATANE'S MILL RD. over PISCATAWAY CREEK

Map

Coordinates:
+37.87539, -76.96723
37°52'31" N, 76°58'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LATANE'S MILL RD. over PISCATAWAY CREEK
Structure number:000000000006154
Location:1.1M RTE623-0.1M RTE647
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:65.0 ft. [19.8 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:289 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodVery GoodVery GoodGood28991.4
March 2016GoodVery GoodVery GoodGood28991.4
March 2014GoodVery GoodVery GoodGood35891.3
March 2012GoodVery GoodVery GoodGood35889.9
March 2010GoodVery GoodVery GoodVery Good35889.9
March 2008GoodVery GoodVery GoodVery Good36589.9
March 2006GoodVery GoodVery GoodVery Good35789.9
May 2004GoodVery GoodVery GoodVery Good40588.8
April 2002GoodVery GoodVery GoodVery Good41388.8
March 2000GoodVery GoodVery GoodVery Good26789.9
April 1998GoodVery GoodVery GoodVery Good26089.9
June 1996GoodExcellentExcellentExcellent26088.4
April 1994GoodExcellentExcellentExcellent26080.6
March 1993PoorVery GoodSatisfactoryPoor33851.4
March 1992PoorVery GoodGoodPoor33351.4
March 1991PoorGoodGoodPoor27451.5