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SR1515 over SMOKEY CREEK

Map 

Coordinates:
+35.79903, -81.60519
35°47'56" N, 81°36'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1515 over SMOKEY CREEK
Structure number:000000000230004
Location:0.7 MI.E.JCT.SR1513
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:79.1 ft. [24.1 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:880 [as of 2009]
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:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.6Not deficientGoodGoodGood880
October 201399.6Not deficientGoodGoodGood880
October 201199.6Not deficientGoodGoodGood880
October 200999.6Not deficientVery GoodVery GoodVery Good960
September 200799.6Not deficientVery GoodVery GoodVery Good950
January 200646.2Structurally deficientSatisfactorySatisfactorySatisfactory1100
September 200343.0Structurally deficientVery GoodGoodFair590
January 200250.1Structurally deficientVery GoodGoodGood690
January 200050.1Functionally obsoleteVery GoodGoodGood690
March 199029.7Structurally deficientPoorGoodFair300