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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: January 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,934 [as of 2015]
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: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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201797.3GoodVery GoodVery GoodVery Good-1934
April 201597.3GoodVery GoodVery GoodVery Good-1934
February 201497.3GoodVery GoodVery GoodVery Good-1934
October 201297.3GoodVery GoodVery GoodVery Good-1934
July 201197.3GoodVery GoodVery GoodVery Good-1886
November 201097.3GoodVery GoodVery GoodVery Good-1886
November 200997.3GoodVery GoodVery GoodVery Good-1886
September 200897.3GoodVery GoodVery GoodVery Good-1886
November 200797.3GoodVery GoodVery GoodVery Good-1869
November 200697.3GoodVery GoodVery GoodVery Good-1869
December 200597.3GoodVery GoodVery GoodVery Good-1869
November 200496.2GoodVery GoodVery GoodVery Good-2006
October 200396.2GoodVery GoodVery GoodVery Good-2006
September 200196.2GoodVery GoodVery GoodVery Good-2006
September 199997.3GoodVery GoodVery GoodVery Good-1931
May 199897.3GoodVery GoodExcellentExcellent-1931
May 199797.5GoodGoodExcellentExcellent-1620
February 199697.5GoodVery GoodExcellentExcellent-1620
January 199597.5GoodExcellentExcellentExcellent-1620