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FAP 21 over REELFOOT LAKE SPILLWAY

Map

Coordinates:
+36.35231, -89.40575
36°21'08" N, 89°24'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 21 over REELFOOT LAKE SPILLWAY
Structure number:48SR0210003
Location:0.1 M W OF OBION CO LN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:21
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,510 [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:Equal to present minimum criteria [6]
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:47.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,809,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair5 out of 10251047.5
July 2016Poor4 out of 10214031.5
July 2014Poor4 out of 10234039.0
August 2012Poor4 out of 10219039.0
October 2010Poor4 out of 10232039.0
September 2008Poor4 out of 10190041.0
October 2007Poor4 out of 10249039.0
March 2007Poor4 out of 10237039.0
March 2005Poor4 out of 10277039.0
March 2003Poor4 out of 10270039.0
March 2001Poor4 out of 10269039.0
July 1999Poor4 out of 10268039.0
June 1997Fair5 out of 10265050.4
February 1995Fair5 out of 10262050.4
May 1993Fair5 out of 10274050.4
February 1992Fair5 out of 10256050.4