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MORSE RD over ROCKY FORK CREEK (MORSE)

Map 

Coordinates:
+40.05500, -82.84167
40°03'18" N, 82°50'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORSE RD over ROCKY FORK CREEK (MORSE)
Structure number:2535017
Location:JUST EAST OF U.S. 62
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1988
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,358 [as of 2015]
Truck traffic:7% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:93.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201693.8GoodVery GoodVery GoodVery Good-26358
October 201596.3GoodVery GoodVery GoodVery Good-16000
November 201496.3GoodVery GoodVery GoodVery Good-16000
October 201396.3GoodVery GoodVery GoodVery Good-16000
November 201296.3GoodVery GoodVery GoodVery Good-16000
December 201196.3GoodVery GoodVery GoodVery Good-16000
September 201096.3GoodVery GoodVery GoodVery Good-16000
December 200996.3GoodVery GoodVery GoodVery Good-16000
November 200896.3GoodVery GoodVery GoodVery Good-16000
November 200796.3GoodVery GoodVery GoodVery Good-16000
January 200798.9GoodVery GoodVery GoodVery Good-4687
November 200598.9GoodVery GoodVery GoodVery Good-4687
November 200498.9GoodVery GoodVery GoodVery Good-4687
October 200398.9GoodVery GoodVery GoodVery Good-4687
October 200298.9GoodVery GoodVery GoodVery Good-4687
December 200198.9GoodVery GoodVery GoodVery Good-4687
October 200098.9GoodVery GoodVery GoodVery Good-4687
November 199998.9GoodVery GoodVery GoodVery Good-4687
December 199898.9GoodVery GoodVery GoodVery Good-4687
December 199698.9GoodVery GoodVery GoodVery Good-4687
November 199599.1GoodGoodVery GoodVery Good-4164
October 199499.1GoodVery GoodVery GoodVery Good-4164
November 199399.1GoodVery GoodVery GoodVery Good-4164
June 199299.2GoodVery GoodVery GoodVery Good-3700
September 199199.2GoodVery GoodVery GoodVery Good-3700