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S-13-681 over THOMPSON CREEK

Map

Coordinates:
+34.79152, -80.32876
34°47'29" N, 80°19'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-13-681 over THOMPSON CREEK
Structure number:000000000005911
Old structure number:001370068100100 (from 1992 edition)
Location:4 MI NE PAGELAND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:2018
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2017]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$347,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodExcellentExcellentExcellent12095.0
October 2016PoorSatisfactorySatisfactoryPoor12058.2
October 2014PoorSatisfactorySatisfactoryPoor12058.2
October 2012PoorSatisfactorySatisfactoryPoor12056.2
October 2010PoorSatisfactorySatisfactoryPoor6056.2
November 2008FairSatisfactorySatisfactoryFair6072.2
October 2006FairSatisfactorySatisfactorySatisfactory6085.7
October 2004FairSatisfactorySatisfactorySatisfactory12085.7
November 1998FairSatisfactorySatisfactorySatisfactory6085.8
October 1990GoodVery GoodVery GoodVery Good5084.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Pileeach1414000
Reinforced Concrete Pier Caplinear ft.7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140140000
Deck
Reinforced Concrete Slabsq. ft.2,5202,520000