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SC 917 over LONG BRANCH SWP (NO. 2)

Map

Coordinates:
+34.10158, -79.02074
34°06'06" N, 79°01'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 917 over LONG BRANCH SWP (NO. 2)
Structure number:000000000001507
Old structure number:002640091700500 (from 1992 edition)
Location:8.5MI NW OF LORIS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2017]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$132,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Good7 out of 10210077.2
August 2016Good7 out of 10160077.4
August 2014Good7 out of 10165077.4
August 2012Good7 out of 10160077.4
September 2010Good7 out of 10195077.3
October 2008Good7 out of 10240077.1
September 2006Good7 out of 10240077.1
September 2004Good7 out of 10250077.1
August 1998Good7 out of 10185096.5
March 1990Good7 out of 10149096.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.120120000