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CR 08 SLS over NORTH RIVER

Map

Coordinates:
+39.14867, -78.74070
39°08'55" N, 78°44'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 08 SLS over NORTH RIVER
Structure number:00000000016A023
Location:0.10 MI S OF CR 01 SLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:105.6 ft. [32.2 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2014GoodGoodGoodGood10094.0
October 2010GoodGoodGoodGood5094.0
October 2006GoodGoodGoodGood5094.0
October 2004GoodGoodGoodGood5094.0
October 2000GoodGoodGoodGood5094.0
October 1998GoodGoodGoodGood5094.0
October 1996GoodVery GoodGoodGood5094.0
October 1994GoodVery GoodGoodGood5094.0
November 1992GoodVery GoodVery GoodVery Good5094.0
December 1990GoodExcellentExcellentExcellent5097.0