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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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 1997]
Truck traffic:14% 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:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201591.3Not deficientGoodGoodGood6800
December 201491.3Not deficientGoodGoodGood6800
January 201491.3Not deficientGoodGoodGood6800
November 201291.3Not deficientGoodGoodGood6800
January 201290.3Not deficientGoodGoodGood6800
November 201090.3Not deficientGoodGoodGood6800
October 200988.3Not deficientGoodGoodGood6800
October 200888.3Not deficientGoodVery GoodGood6800
October 200788.3Not deficientGoodVery GoodVery Good6800
December 200688.3Not deficientGoodVery GoodVery Good6800
October 200588.3Not deficientGoodVery GoodVery Good6800
October 200488.3Not deficientGoodVery GoodVery Good6800
October 200388.3Not deficientGoodVery GoodVery Good6800
October 200288.3Not deficientGoodVery GoodVery Good6800
November 200188.3Not deficientGoodVery GoodGood6800
November 200088.3Not deficientVery GoodVery GoodGood6800
November 199988.3Not deficientVery GoodGoodGood6800
December 199877.9Not deficientSatisfactoryGoodGood7312
September 199677.9Not deficientGoodGoodGood7312
November 199578.1Not deficientGoodGoodGood6790
December 199478.1Not deficientGoodGoodGood6790
December 199378.1Not deficientGoodGoodGood6790
December 199278.1Not deficientGoodGoodGood6790
December 199178.6Not deficientGoodGoodGood5020