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BRIDGE 2319,WALNUT over OVER PINE RUN

Map

Coordinates:
+41.23117, -80.50464
41°13'52" N, 80°30'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIDGE 2319,WALNUT over OVER PINE RUN
Structure number:000000000026319
Old structure number:437302881623190 (from 1992 edition)
Location:WALNUT ST.,CITY OF SHARON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1966
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:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,570 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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 condition. [5]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:69.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201569.7FairSatisfactoryFairSatisfactory-4570
September 201369.5FairSatisfactoryFairSatisfactory-7021
September 201169.5FairSatisfactoryFairSatisfactory-7140
September 200969.5FairSatisfactoryFairSatisfactory-6997
September 200780.6FairGoodVery GoodSatisfactory-7557
September 200580.1FairGoodVery GoodSatisfactory-7557
September 200380.2FairGoodVery GoodSatisfactory-6677
October 200180.0FairGoodVery GoodSatisfactory-8280
September 199980.5FairVery GoodVery GoodSatisfactory-4242
August 199780.3FairVery GoodVery GoodSatisfactory-5560
June 199581.5FairVery GoodVery GoodSatisfactory-5560
June 199396.6FairVery GoodVery GoodSatisfactory-5083
June 199193.5PoorPoorVery GoodGoodSD6465

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.351035100
Deck
Reinforced Concrete Decksq. ft.1,2261,226000
Wearing Surfacessq. ft.1,2261,226000
Substructure
Reinforced Concrete Abutmentlinear ft.168016800
Bearings
Elastomeric Bearingeach2626000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5705700