Share:

SR1984 over LAUREL CREEK

Map 

Coordinates:
+35.67908, -81.57989
35°40'45" N, 81°34'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1984 over LAUREL CREEK
Structure number:000000000230347
Location:.01 MI.W.JCT.NC18
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2001
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:320 [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 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]
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:46.9 tons [42.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201592.6Not deficient---320
September 201392.6Not deficient---320
September 201192.6Not deficient---320
September 200992.0Not deficient---320
August 200792.0Not deficient---320
November 200592.0Not deficient---320
October 200392.0Not deficient---320
March 200292.0Not deficient---320
October 200192.0Not deficient---320
February 20005.0Structurally deficientSatisfactoryPoorSatisfactory290
April 199037.9Functionally obsoleteSatisfactorySatisfactorySatisfactory300