+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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201696.3Not deficientGoodVery GoodVery Good1418
April 201596.3Not deficientGoodVery GoodVery Good1420
September 201396.3Not deficientVery GoodVery GoodVery Good1420
August 201296.3Not deficientVery GoodVery GoodVery Good1420
June 201196.4Not deficientVery GoodVery GoodVery Good1380
October 201096.4Not deficientVery GoodVery GoodVery Good1380
March 200996.4Not deficientVery GoodVery GoodVery Good1380
April 200896.4Not deficientVery GoodVery GoodVery Good1380
March 200796.9Not deficientVery GoodVery GoodVery Good1120
April 200696.9Not deficientVery GoodVery GoodVery Good1120
September 200596.9Not deficientVery GoodVery GoodVery Good1120
August 200497.0Not deficientVery GoodVery GoodVery Good1030
July 200397.0Not deficientVery GoodVery GoodVery Good1030
October 200197.0Not deficientVery GoodVery GoodVery Good1030
August 199997.0Not deficientVery GoodVery GoodVery Good1020
July 199897.0Not deficientVery GoodVery GoodVery Good1020
July 199796.6Not deficientVery GoodExcellentExcellent1275
February 199696.6Not deficientVery GoodExcellentExcellent1275
199696.6Not deficient---1275