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PLY-SPRINGMILL RD. over BEAR RUN

Map 

Coordinates:
+40.90167, -82.62500
40°54'06" N, 82°37'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PLY-SPRINGMILL RD. over BEAR RUN
Structure number:7031262
Location:.1 MI NO.OF SHELBY GANGES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1995
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:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:1,490 [as of 1994]
Truck traffic:2% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:91.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201591.1Not deficientExcellentExcellentExcellent1490
June 201491.1Not deficientExcellentExcellentExcellent1490
July 201391.1Not deficientExcellentExcellentExcellent1490
October 201291.1Not deficientExcellentExcellentExcellent1490
November 201191.1Not deficientExcellentExcellentExcellent1490
August 201091.1Not deficientGoodExcellentExcellent1490
September 200991.1Not deficientSatisfactorySatisfactoryExcellent1490
July 200891.1Not deficientSatisfactorySatisfactoryExcellent1490
September 200791.1Not deficientSatisfactorySatisfactoryExcellent1490
August 200691.1Not deficientSatisfactorySatisfactoryExcellent1490
June 200591.1Not deficientVery GoodVery GoodVery Good1490
July 200491.1Not deficientVery GoodVery GoodVery Good1490
August 200291.1Not deficientVery GoodVery GoodVery Good1490
December 200191.1Not deficientVery GoodVery GoodVery Good1490
September 200091.1Not deficientVery GoodVery GoodVery Good1490
October 199991.1Not deficientVery GoodVery GoodVery Good1490
October 199891.1Not deficientVery GoodVery GoodVery Good1490
August 199791.1Not deficientExcellentExcellentExcellent1490
July 199691.1Not deficientExcellentExcellentExcellent1490
November 199591.1Not deficientExcellentExcellentExcellent1490