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WILLIAMS RD over BIG WALNUT (WILLIAMS RD)

Map

Coordinates:
+39.88833, -82.90500
39°53'18" N, 82°54'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WILLIAMS RD over BIG WALNUT (WILLIAMS RD)
Structure number:2532441
Location:1.1 MI WEST OF HAMILTON
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:94.2 ft. [28.7 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1968
Year reconstructed:1999
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,195 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201689.9GoodGoodGoodGood-12195
November 201591.3GoodGoodGoodGood-6800
December 201491.3GoodGoodGoodGood-6800
January 201491.3GoodGoodGoodGood-6800
November 201291.3GoodGoodGoodGood-6800
January 201290.3GoodGoodGoodGood-6800
November 201090.3GoodGoodGoodGood-6800
October 200988.3GoodGoodGoodGood-6800
October 200888.3GoodGoodVery GoodGood-6800
October 200788.3GoodGoodVery GoodVery Good-6800
December 200688.3GoodGoodVery GoodVery Good-6800
October 200588.3GoodGoodVery GoodVery Good-6800
October 200488.3GoodGoodVery GoodVery Good-6800
October 200388.3GoodGoodVery GoodVery Good-6800
October 200288.3GoodGoodVery GoodVery Good-6800
November 200188.3GoodGoodVery GoodGood-6800
November 200088.3GoodVery GoodVery GoodGood-6800
November 199988.3GoodVery GoodGoodGood-6800
December 199877.9FairSatisfactoryGoodGood-7312
September 199677.9GoodGoodGoodGood-7312
November 199578.1GoodGoodGoodGood-6790
December 199478.1GoodGoodGoodGood-6790
December 199378.1GoodGoodGoodGood-6790
December 199278.1GoodGoodGoodGood-6790
December 199178.6GoodGoodGoodGood-5020