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LEWISTON PLANK RD. over MALLORY'S CREEK

Map

Coordinates:
+37.17366, -78.18665
37°10'25" N, 78°11'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEWISTON PLANK RD. over MALLORY'S CREEK
Structure number:000000000012902
Location:.4 FR.724 & 1.2 TO 650
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.5 ft. [3.8 m]
Total length:27.9 ft. [8.5 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,589 [as of 2014]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:85.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$221,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Fair5 out of 10158985.5
July 2016Fair5 out of 10158984.5
July 2014Fair5 out of 10135884.6
July 2012Fair5 out of 10135887.6
July 2010Fair5 out of 10135887.6
July 2008Fair5 out of 10135888.6
July 2007Poor4 out of 10142872.4
July 2006Fair5 out of 10139388.6
July 2005Fair5 out of 10147688.5
July 2003Fair5 out of 10140588.6
July 2001Fair5 out of 10134288.6
July 1999Fair5 out of 10133888.6
July 1997Fair5 out of 10113988.6
July 1995Fair5 out of 10274988.1
July 1993Fair5 out of 10169688.4
July 1991Fair5 out of 1096885.7