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NFA A099 over GREASY ROCK CREEK

Map

Coordinates:
+36.51708, -83.21590
36°31'01" N, 83°12'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A099 over GREASY ROCK CREEK
Structure number:340A0990001
Location:E OFF SR33-S OF SNEEDVILL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:23.0 ft. [7.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2018]
Truck traffic:7% 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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]
Sufficiency rating:98.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Good7 out of 1011098.0
August 2015Good7 out of 1011098.0
August 2013Good8 out of 1011098.0
August 2011Good8 out of 1011098.0
September 2009Good9 out of 1011098.0
October 2007Good9 out of 1011098.0
September 2005Good9 out of 10110100.0
November 2003Good9 out of 10110100.0
September 2001Good9 out of 10110100.0
August 1999Good9 out of 10110100.0
November 1997Good7 out of 104040.0
August 1995Good7 out of 1016091.5
June 1993Good7 out of 1016091.5
July 1991Good7 out of 1016091.5