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SR 93 over CENTER CREEK

Map 

Coordinates:
+40.23139, -81.73167
40°13'53" N, 81°43'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 93 over CENTER CREEK
Structure number:1601873
Location:.5 M N OF JCT SR 541
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:43.0 ft. [13.1 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:25°
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]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,934 [as of 2011]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
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 deficientVery GoodVery GoodVery Good2006
September 200196.2Not deficientVery GoodVery GoodVery Good2006
September 199997.3Not deficientVery GoodVery GoodVery Good1931
May 199897.3Not deficientVery GoodExcellentExcellent1931
May 199797.5Not deficientGoodExcellentExcellent1620
February 199697.5Not deficientVery GoodExcellentExcellent1620
January 199597.5Not deficientExcellentExcellentExcellent1620
199597.5Not deficient---1620