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FAP 13 over SPRING CREEK

Map

Coordinates:
+36.63568, -87.21148
36°38'08" N, 87°12'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 13 over SPRING CREEK
Structure number:63SR0130019
Location:.6 MI.S.OF KENTUCKY LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,590 [as of 2017]
Truck traffic:9% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:50.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,028,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair5 out of 10859050.8
November 2016Fair5 out of 10707034.2
November 2014Fair5 out of 10689045.5
November 2012Fair5 out of 10726047.5
November 2010Fair5 out of 10737047.5
December 2008Fair6 out of 10674053.3
November 2006Fair6 out of 10704053.3
February 2005Fair6 out of 10795053.3
June 2003Fair6 out of 10777053.3
June 2001Fair6 out of 10830053.3
June 1999Fair6 out of 10758053.3
February 1997Fair6 out of 10625053.3
January 1995Fair6 out of 10630053.4
December 1992Fair6 out of 10528053.4
December 1990Fair6 out of 10528053.4