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ESSEX MILL RD. over MILL CREEK

Map 

Coordinates:
+37.86136, -76.84681
37°51'41" N, 76°50'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ESSEX MILL RD. over MILL CREEK
Structure number:000000000006148
Location:0.7M RTE17-1.1M RTE615
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1980
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:2
Main spans material:Steel [3]
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:626 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201698.6Fair6 out of 10-626
March 201498.6Fair6 out of 10-640
March 201298.6Fair6 out of 10-640
March 201098.6Fair6 out of 10-640
March 200898.6Fair6 out of 10-627
March 200698.6Fair6 out of 10-613
May 200498.6Fair6 out of 10-593
April 200298.6Fair6 out of 10-593
March 200098.6Fair6 out of 10-624
April 199898.6Good7 out of 10-607
June 199698.6Good7 out of 10-607
April 199498.6Good7 out of 10-607
March 199298.7Good7 out of 10-476
March 199098.7Good7 out of 10-476