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S-18-564 over TRIB TO DORCHESTER CREEK

Map

Coordinates:
+32.98324, -80.18285
32°58'60" N, 80°10'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-18-564 over TRIB TO DORCHESTER CREEK
Structure number:000000000005929
Old structure number:001890056400100 (from 1992 edition)
Location:2 MI S SUMR'VL
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:375 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory37577.2
April 2016FairSatisfactorySatisfactorySatisfactory37578.2
May 2015FairSatisfactorySatisfactorySatisfactory37578.2
June 2014FairSatisfactorySatisfactorySatisfactory37578.2
June 2013FairSatisfactorySatisfactorySatisfactory37578.2
August 2012FairSatisfactorySatisfactorySatisfactory37578.2
June 2011FairSatisfactorySatisfactorySatisfactory37578.2
August 2010FairSatisfactorySatisfactorySatisfactory37578.2
June 2009FairSatisfactorySatisfactorySatisfactory37578.2
May 2007FairSatisfactorySatisfactorySatisfactory37578.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2420040
Reinforced Concrete Pier Caplinear ft.132132000
Joints
Pourable Jointlinear ft.6666000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,48501,48500