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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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2007]
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: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:96.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201596.3Not deficientVery GoodVery GoodVery Good16000
November 201496.3Not deficientVery GoodVery GoodVery Good16000
October 201396.3Not deficientVery GoodVery GoodVery Good16000
November 201296.3Not deficientVery GoodVery GoodVery Good16000
December 201196.3Not deficientVery GoodVery GoodVery Good16000
September 201096.3Not deficientVery GoodVery GoodVery Good16000
December 200996.3Not deficientVery GoodVery GoodVery Good16000
November 200896.3Not deficientVery GoodVery GoodVery Good16000
November 200796.3Not deficientVery GoodVery GoodVery Good16000
January 200798.9Not deficientVery GoodVery GoodVery Good4687
November 200598.9Not deficientVery GoodVery GoodVery Good4687
November 200498.9Not deficientVery GoodVery GoodVery Good4687
October 200398.9Not deficientVery GoodVery GoodVery Good4687
October 200298.9Not deficientVery GoodVery GoodVery Good4687
December 200198.9Not deficientVery GoodVery GoodVery Good4687
October 200098.9Not deficientVery GoodVery GoodVery Good4687
November 199998.9Not deficientVery GoodVery GoodVery Good4687
December 199898.9Not deficientVery GoodVery GoodVery Good4687
December 199698.9Not deficientVery GoodVery GoodVery Good4687
November 199599.1Not deficientGoodVery GoodVery Good4164
October 199499.1Not deficientVery GoodVery GoodVery Good4164
November 199399.1Not deficientVery GoodVery GoodVery Good4164
June 199299.2Not deficientVery GoodVery GoodVery Good3700
September 199199.2Not deficientVery GoodVery GoodVery Good3700