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FAS 66 over BRANCH

Map

Coordinates:
+36.08103, -83.37548
36°04'52" N, 83°22'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 66 over BRANCH
Structure number:45SR0660005
Location:1 M SW OF SAM MARTIN RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:45°
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 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,630 [as of 2017]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Sufficiency rating:89.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Fair6 out of 10163089.6
October 2015Fair6 out of 10175089.2
October 2013Good7 out of 10132090.6
October 2011Good7 out of 10137090.5
October 2009Good7 out of 10153089.9
October 2007Good7 out of 10169091.6
January 2006Good7 out of 10184093.1
December 2003Good7 out of 10158093.9
October 2001Good7 out of 10204091.4
December 1999Good7 out of 10206091.3
November 1997Good7 out of 10110095.4
January 1996Good9 out of 10171093.5
November 1993FairN out of 10144052.6
December 1991PoorN out of 10118038.0