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Jerusalem Plank Rd over Nebletts Mill Run

Map

Coordinates:
+36.97717, -77.21716
36°58'38" N, 77°13'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Jerusalem Plank Rd over Nebletts Mill Run
Structure number:000000000018228
Location:3.51 Mi Int Rte 40
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,639 [as of 2014]
Truck traffic:22% of total traffic
Structural 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 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]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Sufficiency rating:86.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$111,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201686.9Fair5 out of 10-1639
March 201487.0Fair5 out of 10-1458
March 201287.0Fair5 out of 10-1458
March 201088.0Fair5 out of 10-1458
April 200887.9Fair5 out of 10-1622
March 200687.8Fair5 out of 10-1694
March 200487.8Fair5 out of 10-1669
February 200287.9Fair5 out of 10-1512
February 200087.3Fair5 out of 10-2469
February 199887.3Fair5 out of 10-2400
February 199687.6Fair5 out of 10-2100
November 199487.9Fair5 out of 10-1600
January 199371.2Poor4 out of 10SD2075
February 199171.1Poor4 out of 10SD2110