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C-26-779 over SIMPSON CREEK

Map

Coordinates:
+33.93369, -78.81683
33°56'01" N, 78°49'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-26-779 over SIMPSON CREEK
Structure number:000000000007130
Old structure number:002690077900100 (from 1992 edition)
Location:9.2 MI S OF LORIS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1978
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:8
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:210 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:50.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$600,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorFairFairPoor21050.1
November 2017PoorFairFairPoor21050.1
November 2016PoorFairFairPoor12650.1
November 2015PoorFairFairPoor12650.1
November 2014PoorFairFairPoor12650.1
November 2013PoorFairFairPoor12650.1
November 2012PoorFairFairPoor12650.1
October 2011PoorFairFairPoor12650.1
December 2010PoorFairFairPoor12650.1
September 2009PoorFairFairPoor12650.1
December 2008PoorFairFairPoor12650.1
December 2007PoorFairFairPoor12650.1
December 2006PoorFairFairPoor13050.1
August 2005PoorFairFairPoor12050.1
August 1999FairFairFairFair9067.4
September 1991FairVery GoodVery GoodFair10068.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Columneach45291420
Reinforced Concrete Pier Caplinear ft.248024800
Deck
Reinforced Concrete Slabsq. ft.3,30003,29703