+39.99167, -82.94333
39°59'30" N, 82°56'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:2530791
Location:AT MOCK RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:73.2 ft. [22.3 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:18,046 [as of 1997]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:86.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201586.1Not deficientSatisfactorySatisfactorySatisfactory18046
May 201486.1Not deficientSatisfactorySatisfactorySatisfactory18046
October 201386.1Not deficientSatisfactorySatisfactorySatisfactory18046
November 201286.1Not deficientSatisfactorySatisfactorySatisfactory18046
January 201286.1Not deficientSatisfactorySatisfactorySatisfactory18046
December 201086.1Not deficientSatisfactorySatisfactorySatisfactory18046
September 200984.1Not deficientSatisfactorySatisfactorySatisfactory18046
June 200884.1Not deficientSatisfactorySatisfactorySatisfactory18046
September 200784.1Not deficientSatisfactorySatisfactorySatisfactory18046
November 200684.1Not deficientVery GoodSatisfactorySatisfactory18046
September 200584.1Not deficientVery GoodGoodSatisfactory18046
September 200484.1Not deficientVery GoodGoodSatisfactory18046
September 200384.1Not deficientVery GoodGoodSatisfactory18046
August 200284.1Not deficientVery GoodGoodSatisfactory18046
October 200184.1Not deficientVery GoodGoodSatisfactory18046
October 200084.1Not deficientVery GoodGoodSatisfactory18046
November 199984.1Not deficientVery GoodSatisfactorySatisfactory18046
September 199884.1Not deficientVery GoodSatisfactorySatisfactory18046
November 199684.1Not deficientVery GoodSatisfactorySatisfactory18046
October 199585.6Not deficientVery GoodSatisfactorySatisfactory15566
November 199485.6Not deficientVery GoodSatisfactorySatisfactory15566
September 199385.6Not deficientVery GoodSatisfactorySatisfactory15566
November 199285.6Not deficientVery GoodSatisfactorySatisfactory15566
December 199188.4Not deficientGoodSatisfactorySatisfactory9700