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NEFF ROAD over PAINTER CREEK

Map

Coordinates:
+40.06667, -84.44833
40°04'00" N, 84°26'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEFF ROAD over PAINTER CREEK
Structure number:1936417
Location:.58 MI W RED RVR-W GROVE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:83.0 ft. [25.3 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:477 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:40.3 tons [36.6 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Sufficiency rating:73.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201673.9GoodVery GoodVery GoodVery Good-477
October 201579.5GoodVery GoodVery GoodVery Good-200
July 201488.5GoodVery GoodVery GoodVery Good-200
October 201378.2GoodVery GoodGoodVery Good-200
August 201278.2GoodVery GoodVery GoodVery Good-200
August 201179.2GoodVery GoodVery GoodVery Good-200
October 201079.2GoodVery GoodVery GoodVery Good-200
October 200979.3GoodVery GoodVery GoodVery Good-200
October 200889.5GoodVery GoodVery GoodVery Good-200
July 200789.5GoodVery GoodVery GoodVery Good-200
April 200689.5GoodVery GoodVery GoodVery Good-200
November 200589.5GoodVery GoodVery GoodVery Good-200
November 200489.5GoodVery GoodVery GoodVery Good-200
January 200389.5GoodVery GoodVery GoodVery Good-200
November 200189.4GoodVery GoodVery GoodVery Good-200
October 200089.4GoodVery GoodVery GoodVery Good-200
October 199989.4GoodVery GoodVery GoodVery Good-200
October 199889.4GoodVery GoodVery GoodVery Good-200
October 199789.4GoodVery GoodVery GoodVery Good-200
October 199689.4GoodVery GoodVery GoodVery Good-200
November 199589.0GoodVery GoodVery GoodVery Good-200
November 199489.0GoodVery GoodVery GoodVery Good-200
November 199389.0GoodVery GoodVery GoodVery Good-200
September 199289.0GoodVery GoodVery GoodVery Good-200
January 199289.0GoodVery GoodVery GoodVery Good-200