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OCCUPACIA ROAD over OCCUPACIA CREEK

Map

Coordinates:
+38.04176, -77.00697
38°02'30" N, 77°00'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OCCUPACIA ROAD over OCCUPACIA CREEK
Structure number:000000000026765
Location:1.2M RTE658-0.2M RTE17
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:42.0 ft. [12.8 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:2007
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:2
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: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:357 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodVery GoodVery Good35799.9
March 2015GoodVery GoodVery GoodVery Good33899.9
March 2013GoodVery GoodVery GoodVery Good33899.9
March 2011GoodVery GoodVery GoodVery Good33899.9
March 2009GoodVery GoodVery GoodVery Good33899.9
May 2007GoodExcellentExcellentExcellent30799.9