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SR1424 over CARROLL CREEK

Map 

Coordinates:
+35.87946, -81.74174
35°52'46" N, 81°44'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1424 over CARROLL CREEK
Structure number:000000000230116
Location:0.1 MI.S.JCT.SR1405
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1995
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:90 [as of 2000]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:97.8 tons [88.9 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.9Not deficient---90
November 201399.9Not deficient---90
November 201199.9Not deficient---90
November 200999.9Not deficient---90
September 200799.9Not deficient---90
December 200599.9Not deficient---90
August 200399.9Not deficient---90
January 200299.9Not deficient---110
January 200099.9Not deficient---110