Share:

SR1874 over EAST PRONG HUNTING CREEK

Map 

Coordinates:
+35.72537, -81.65735
35°43'31" N, 81°39'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1874 over EAST PRONG HUNTING CREEK
Structure number:000000000230353
Location:0.05 MI.E.JCT.NC18
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:54.1 ft. [16.5 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:1,750 [as of 2011]
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: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 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:61.8 tons [56.2 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201598.8Not deficientGoodGoodGood1750
September 201398.8Not deficientGoodGoodGood1750
December 201135.9Structurally deficientFairFairPoor350
December 200936.9Structurally deficientSatisfactorySatisfactoryFair350
October 200772.5Functionally obsoleteSatisfactorySatisfactorySatisfactory350
February 200672.5Functionally obsoleteSatisfactorySatisfactorySatisfactory350
September 200372.5Functionally obsoleteSatisfactorySatisfactorySatisfactory350
February 200275.8Functionally obsoleteSatisfactorySatisfactorySatisfactory350
January 200093.0Functionally obsoleteSatisfactorySatisfactorySatisfactory350
March 199054.2Functionally obsoleteSatisfactorySatisfactorySatisfactory600