+40.29111, -81.75000
40°17'28" N, 81°45'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:1601970
Location:.2 M S OF JCT US 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:125.0 ft. [38.1 m]
Total length:330.1 ft. [100.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1989
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:3
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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,337 [as of 2015]
Truck traffic:6% 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 desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 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:96.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201696.4GoodVery GoodVery GoodVery Good-4337
April 201597.5GoodVery GoodVery GoodVery Good-4090
September 201397.5GoodVery GoodVery GoodVery Good-4090
August 201297.5GoodVery GoodVery GoodVery Good-4090
June 201197.5GoodVery GoodVery GoodVery Good-4050
October 201097.5GoodVery GoodVery GoodVery Good-4050
March 200997.5GoodVery GoodVery GoodVery Good-4050
April 200897.5GoodVery GoodVery GoodVery Good-4050
March 200797.9GoodVery GoodVery GoodVery Good-3440
April 200697.9GoodVery GoodVery GoodVery Good-3440
September 200597.9GoodVery GoodVery GoodVery Good-3440
August 200497.8GoodVery GoodVery GoodVery Good-3630
July 200397.8GoodVery GoodVery GoodVery Good-3630
October 200197.8GoodVery GoodVery GoodVery Good-3630
August 199997.9GoodVery GoodVery GoodVery Good-3400
July 199897.9GoodVery GoodVery GoodVery Good-3400
July 199798.4GoodVery GoodVery GoodVery Good-2700
February 199698.4GoodGoodVery GoodVery Good-2700
January 199598.4GoodVery GoodVery GoodVery Good-2700
February 199498.4GoodVery GoodVery GoodVery Good-2700
December 199298.4GoodExcellentExcellentExcellent-2700
November 199198.2GoodExcellentExcellentExcellent-3070