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SR1900 over LITTLE RIVER

Map 

Coordinates:
+35.60998, -81.60981
35°36'36" N, 81°36'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1900 over LITTLE RIVER
Structure number:000000000230334
Location:2.1 MI.W.JCT.SR1924
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:160 [as of 2000]
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 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:80.9 tons [73.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:88.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201688.2Not deficientGoodGoodGood160
January 201488.2Not deficientGoodGoodGood160
January 201288.2Not deficientGoodGoodGood160
January 201087.9Not deficientVery GoodVery GoodVery Good160
November 200787.9Not deficientVery GoodVery GoodVery Good160
March 200687.9Not deficientVery GoodVery GoodVery Good160
April 200587.9Not deficientExcellentExcellentExcellent160
September 200329.1Functionally obsoleteFairSatisfactoryFair160
March 200243.7Functionally obsoleteGoodGoodFair160
February 200034.1Structurally deficientFairSatisfactoryFair70
April 199049.2Functionally obsoleteSatisfactorySatisfactorySatisfactory300