+40.23917, -81.72778
40°14'21" N, 81°43'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 93 over CENTER CREEK
Structure number:1601962
Location:1.4 M N OF JCT SR 541
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.6 ft. [7.2 m]
Total length:64.3 ft. [19.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1996
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:Concrete continuous [2]
Main spans design:Slab [01]
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: January 2017 

Status:Open, no restriction [A]
Average daily traffic:1,934 [as of 2011]
Truck traffic:10% 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 desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201797.3Not deficientVery GoodVery GoodVery Good1934
April 201597.3Not deficientVery GoodVery GoodVery Good1934
February 201497.3Not deficientVery GoodVery GoodVery Good1934
October 201297.3Not deficientVery GoodVery GoodVery Good1934
July 201197.3Not deficientVery GoodVery GoodVery Good1886
November 201097.3Not deficientVery GoodVery GoodVery Good1886
November 200997.3Not deficientVery GoodVery GoodVery Good1886
September 200897.3Not deficientVery GoodVery GoodVery Good1886
November 200797.3Not deficientVery GoodVery GoodVery Good1869
November 200697.3Not deficientVery GoodVery GoodVery Good1869
December 200597.3Not deficientVery GoodVery GoodVery Good1869
November 200496.2Not deficientVery GoodVery GoodVery Good2006
October 200396.2Not deficientExcellentExcellentExcellent2006
September 200196.2Not deficientExcellentExcellentExcellent2006
September 199997.5Not deficientExcellentExcellentExcellent1620
May 199897.5Not deficientExcellentExcellentExcellent1620
May 199797.5Not deficientExcellentExcellentExcellent1620
199797.5Not deficient---1620