FAU 169 over THIRD CREEK
Map
Coordinates:
+35.96194, -83.9758335°57'43" N, 83°58'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAU 169 over THIRD CREEK |
Structure number: | 47SR1690001 |
Location: | JUST W OF I75-N OF I40 JC |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 39.7 ft. [12.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,450 [as of 2015] |
Truck traffic: | 8% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 98.0 tons [89.1 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 77.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $614,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
February 2016 | 77.5 | Fair | 6 out of 10 | - | 16450 |
February 2014 | 78.6 | Good | 7 out of 10 | - | 14050 |
February 2012 | 78.0 | Good | 7 out of 10 | - | 15410 |
March 2010 | 76.7 | Good | 7 out of 10 | - | 18300 |
April 2008 | 73.9 | Good | 7 out of 10 | - | 17770 |
March 2006 | 72.8 | Good | 7 out of 10 | - | 20130 |
March 2004 | 73.8 | Good | 7 out of 10 | - | 18110 |
February 2002 | 74.0 | Good | 7 out of 10 | - | 17530 |
February 2000 | 75.0 | Good | 7 out of 10 | - | 15370 |
March 1998 | 74.4 | Good | 7 out of 10 | - | 16590 |
October 1995 | 74.5 | Good | 7 out of 10 | - | 16490 |
October 1993 | 75.5 | Good | 7 out of 10 | - | 14210 |
January 1992 | 75.3 | Good | 7 out of 10 | - | 14690 |
February 1990 | 75.3 | Good | 7 out of 10 | - | 14690 |