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NFA 910 (SA 4308) over TRACE CREEK

Map

Coordinates:
+36.08615, -87.80097
36°05'10" N, 87°48'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 910 (SA 4308) over TRACE CREEK
Structure number:43S62210001
Location:0.5 M.E.SR13-IN WAVERLY
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
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: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2019]
Truck traffic:18% 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
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:54.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$479,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Fair5 out of 10540054.5
April 2016Fair5 out of 10540063.9
May 2014Fair5 out of 10540063.9
May 2012Fair5 out of 10540063.9
July 2010Fair5 out of 10540063.9
August 2008Fair6 out of 10540075.4
August 2006Fair6 out of 10546075.4
October 2004Fair6 out of 10546075.4
October 2002Fair6 out of 10543075.4
April 2001Fair6 out of 10703074.6
June 1999Good7 out of 10609074.0
August 1997Fair6 out of 10552074.3
May 1995Fair6 out of 10505071.4
April 1993Fair6 out of 10500071.4
October 1991Fair6 out of 10485071.5