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SR1538 over SECOND BROAD RIVER

Map

Coordinates:
+35.40451, -81.87203
35°24'16" N, 81°52'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1538 over SECOND BROAD RIVER
Structure number:000000001610164
Location:.9 MI.E.JCT.SR1549
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:58.1 ft. [17.7 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1987
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood200089.8
August 2015GoodGoodGoodGood160090.2
July 2013GoodGoodGoodGood160090.2
June 2011GoodGoodGoodGood190089.9
July 2009GoodGoodVery GoodVery Good190089.9
June 2007GoodGoodVery GoodVery Good180090.0
August 2005GoodVery GoodVery GoodVery Good160090.2
May 2003GoodVery GoodVery GoodVery Good200089.8
June 2001GoodVery GoodVery GoodVery Good220088.6
July 1999GoodVery GoodVery GoodVery Good200089.8
May 1991GoodVery GoodVery GoodVery Good150089.7