+35.80637, -83.79925
35°48'23" N, 83°47'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:05024020003
Location:5.5 M NE WALLAND
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.6 ft. [6.9 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2018]
Truck traffic:8% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:80.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Fair5 out of 1012080.4
February 2016Fair5 out of 1012080.4
February 2014Fair5 out of 1012080.4
February 2012Fair5 out of 1012080.4
March 2010Fair5 out of 1012080.4
March 2008Fair5 out of 1012080.4
March 2006Fair5 out of 1012077.4
March 2004Fair5 out of 1015077.4
February 2002Fair5 out of 1017077.4
January 2000Fair5 out of 1045075.8
March 1998Fair5 out of 1065067.1
November 1995Fair5 out of 1040067.3
October 1993Fair5 out of 1050066.2
November 1991Fair5 out of 1022075.4