+40.20361, -81.71417
40°12'13" N, 81°42'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 93 AND SR 541 over WILLS CREEK
Structure number:1601792
Location:.6 MI N OF SR541
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:149.9 ft. [45.7 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
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:1,418 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:96.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201696.3GoodGoodVery GoodVery Good-1418
April 201596.3GoodGoodVery GoodVery Good-1420
September 201396.3GoodVery GoodVery GoodVery Good-1420
August 201296.3GoodVery GoodVery GoodVery Good-1420
June 201196.4GoodVery GoodVery GoodVery Good-1380
October 201096.4GoodVery GoodVery GoodVery Good-1380
March 200996.4GoodVery GoodVery GoodVery Good-1380
April 200896.4GoodVery GoodVery GoodVery Good-1380
March 200796.9GoodVery GoodVery GoodVery Good-1120
April 200696.9GoodVery GoodVery GoodVery Good-1120
September 200596.9GoodVery GoodVery GoodVery Good-1120
August 200497.0GoodVery GoodVery GoodVery Good-1030
July 200397.0GoodVery GoodVery GoodVery Good-1030
October 200197.0GoodVery GoodVery GoodVery Good-1030
August 199997.0GoodVery GoodVery GoodVery Good-1020
July 199897.0GoodVery GoodVery GoodVery Good-1020
July 199796.6GoodVery GoodExcellentExcellent-1275
February 199696.6GoodVery GoodExcellentExcellent-1275