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FAU 38 over BLACK CREEK

Map

Coordinates:
+35.01120, -85.38877
35°00'40" N, 85°23'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 38 over BLACK CREEK
Structure number:33SR0380003
Location:0.74 MI. S OF SR-2 JCT.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,440 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:60.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$539,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2016Fair6 out of 10444060.0
November 2014Good7 out of 10428052.5
November 2012Fair5 out of 10386049.5
November 2010Fair5 out of 10378049.5
November 2008Fair5 out of 10390049.5
December 2006Fair5 out of 10450049.5
January 2005Fair5 out of 10437049.5
October 2002Fair5 out of 10418049.5
October 2000Fair5 out of 10406049.5
October 1998Fair5 out of 10356049.5
January 1997Fair5 out of 10328048.5
April 1995Fair5 out of 10282049.0
April 1993Fair5 out of 10342048.5
January 1991Good7 out of 10372053.4