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OLD PEARL ROAD over BIG CREEK

Map

Coordinates:
+41.44500, -81.70333
41°26'42" N, 81°42'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD PEARL ROAD over BIG CREEK
Structure number:1867733
Location:S OFF W 25 ST & BRADWELL
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.0 ft. [11.9 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1865
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Masonry [8]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Critical [2 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:27.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201627.2PoorCriticalSeriousFairSD100
March 201619.2PoorCriticalCriticalFairSD100
April 201418.7PoorImminent Failure-FairSD100
April 201333.9PoorSeriousSeriousFairSD100
April 201233.9PoorSeriousSeriousFairSD100
April 201133.9PoorSeriousSeriousFairSD100
June 201033.9PoorSeriousSeriousPoorSD100
May 200833.9PoorSeriousSeriousPoorSD100
July 200335.9PoorPoorSeriousPoorSD100
August 200135.9PoorPoorSeriousPoorSD100
July 200035.9PoorPoorSeriousPoorSD100
July 199935.9PoorPoorSeriousPoorSD100
July 199835.9PoorPoorSeriousPoorSD100
July 199735.9PoorPoorSeriousPoorSD100
November 199635.9PoorPoorSeriousPoorSD100
July 199535.9PoorPoorSeriousPoorSD100
April 199435.9PoorPoorSeriousPoorSD100
April 199335.9PoorPoorSeriousPoorSD100
May 199135.9PoorPoorSeriousFairSD100