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9TH STREET over PEDLAR GAP RUN

Map

Coordinates:
+37.72233, -79.36436
37°43'20" N, 79°21'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:9TH STREET over PEDLAR GAP RUN
Structure number:000000000020064
Location:0.04 RTE501 0.02SYCAMR A
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1979
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,928 [as of 1995]
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.9
Estimated cost of work:$2,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Fair6 out of 10792879.9
February 2015Fair6 out of 10792895.3
February 2013Fair6 out of 10792895.3
February 2011Fair6 out of 10792895.3
February 2009Fair6 out of 10792897.3
March 2007Fair6 out of 10792897.3
May 2005Fair6 out of 10792897.3
April 2003Fair6 out of 10792897.3
April 2001Fair6 out of 10792895.2
April 1999Good7 out of 10792895.2
July 1997Good7 out of 10792895.2
August 1995Good7 out of 1050097.0
May 1993Good7 out of 1050097.0
June 1989Good7 out of 1050097.0