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SR1501 over RHODHISS RIVER

Map 

Coordinates:
+35.78754, -81.62029
35°47'15" N, 81°37'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1501 over RHODHISS RIVER
Structure number:000000000230002
Location:0.3 MI.S.JCT.SR1515
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:86.9 ft. [26.5 m]
Total length:788.1 ft. [240.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1986
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:9
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2012]
Truck traffic:7% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201577.5Functionally obsoleteGoodGoodGood2400
October 201377.5Functionally obsoleteGoodGoodGood2400
October 201180.8Not deficientGoodGoodGood1600
October 200980.5Not deficientGoodVery GoodGood1800
September 200780.2Not deficientGoodVery GoodGood2000
February 200677.2Functionally obsoleteGoodVery GoodGood2600
August 200376.8Functionally obsoleteGoodVery GoodGood2900
January 200280.5Not deficientGoodVery GoodGood1800
January 200080.5Not deficientGoodVery GoodGood1800
March 199079.9Not deficientGoodVery GoodGood1100