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SCARBOROUGH BLVD over (O) POWELL CREEK

Map 

Coordinates:
+39.92833, -82.83167
39°55'42" N, 82°49'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCARBOROUGH BLVD over (O) POWELL CREEK
Structure number:2560348
Location:700 FT W/BRICE ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:10,403 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.2 tons [44.7 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201590.8Not deficientGoodGoodGood10403
November 201495.0Not deficientGoodGoodGood10403
May 201394.6Not deficientGoodGoodGood14940
June 201294.6Not deficientGoodGoodGood14940
June 201194.6Not deficientSatisfactorySatisfactorySatisfactory14940
June 201094.6Not deficientSatisfactorySatisfactorySatisfactory14940
September 200796.6Not deficientGoodGoodGood14940
August 200696.6Not deficientGoodGoodGood14940
August 200596.6Not deficientGoodGoodGood14940
August 200496.6Not deficientGoodGoodGood14940
December 200296.6Not deficientGoodGoodGood14940
December 200196.6Not deficientGoodGoodGood14940
November 200096.6Not deficientGoodGoodGood14940
November 199896.6Not deficientGoodGoodGood14940
October 199796.6Not deficientGoodGoodGood14940
December 199696.6Not deficientGoodGoodGood14940
August 199596.9Not deficientGoodGoodGood14940
October 199496.9Not deficientGoodVery GoodGood14940
November 199396.9Not deficientGoodVery GoodGood14940
October 199296.9Not deficientGoodVery GoodGood14940
December 199196.9Not deficientGoodVery GoodGood14940