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NEWLAND ROAD over CAT POINT CREEK

Map

Coordinates:
+37.98376, -76.80949
37°59'02" N, 76°48'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEWLAND ROAD over CAT POINT CREEK
Structure number:000000000027344
Location:0.7M RTE 676-0.4M RTE 621
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:78.1 ft. [23.8 m]
Total length:815.0 ft. [248.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,411 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodVery GoodSatisfactory141195.5
April 2016GoodGoodVery GoodGood141195.5
April 2014GoodGoodVery GoodGood300092.9
April 2012GoodGoodVery GoodGood130295.6
April 2010GoodVery GoodVery GoodGood130297.9
December 2008GoodVery GoodExcellentExcellent130297.9