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SR-103 (LANE AVE.) over WILLS BRANCH

Map

Coordinates:
+30.28808, -81.75528
30°17'17" N, 81°45'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-103 (LANE AVE.) over WILLS BRANCH
Structure number:720401
Location:0.75 MI. N. OF SAN JUAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.1 ft. [18.0 m]
Total length:176.8 ft. [53.9 m]
Roadway width between curbs:63.3 ft. [19.3 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,200 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodGoodSatisfactory1520096.4
January 2015PoorGoodGoodPoor1650067.3
January 2013GoodGoodGoodGood1710096.0
January 2011GoodGoodGoodGood1820095.7
January 2009GoodGoodGoodGood1800095.8
January 2007GoodGoodVery GoodGood1730096.0
January 2005GoodGoodVery GoodGood1940095.5
January 2003GoodGoodVery GoodGood1600096.3
January 2001GoodGoodVery GoodGood1750092.9
February 1999GoodGoodVery GoodGood1650091.0
February 1997GoodGoodVery GoodGood1800090.7
February 1995GoodGoodVery GoodVery Good1850090.7
February 1993GoodVery GoodVery GoodVery Good1799593.0
April 1991GoodVery GoodVery GoodVery Good1943092.6