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PARKVIEW DRIVE over MURDER CREEK, PEDESTRIAN

Map

Coordinates:
+43.01602, -78.49529
43°00'58" N, 78°29'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARKVIEW DRIVE over MURDER CREEK, PEDESTRIAN
Structure number:000000003326350
Location:IN AKRON FALLS PARK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:County Highway Agency [02]
Year built:1933
Year reconstructed:2010
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,384 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:82.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,968,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodVery GoodGoodVery Good138482.9
September 2016GoodVery GoodGoodVery Good142982.9
September 2014GoodGoodGoodVery Good109482.9
October 2012GoodGoodGoodVery Good110082.9
September 2010GoodExcellentExcellentVery Good147182.9
March 2010PoorImminent FailurePoorFair151524.8
September 2008PoorImminent FailurePoorFair147124.8
June 2007PoorImminent FailurePoorPoor147116.1
July 2006PoorImminent FailurePoorPoor147116.1
August 2005PoorImminent FailurePoorPoor147149.8
August 2004PoorImminent FailurePoorPoor147116.1
September 2003PoorImminent FailurePoorPoor147116.1
September 2002PoorCriticalPoorPoor147149.8
September 2001PoorCriticalPoorFair147149.8
September 2000PoorSeriousPoorFair147149.8
August 1998PoorPoorPoorFair134250.9
September 1996PoorPoorPoorPoor134251.7
July 1994PoorPoorPoorPoor100049.6
June 1992PoorPoorPoorPoor100049.6
June 1990PoorPoorPoorPoor100049.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.689689000
Deck
Reinforced Concrete Decksq. ft.3,6452,91607290
Wearing Surfacessq. ft.2,3648401,52400
Substructure
Reinforced Concrete Pier Walllinear ft.228228000
Joints
Pourable Jointlinear ft.68020480
Bearings
Elastomeric Bearingeach4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000
Deck
Reinforced Concrete Slabsq. ft.2,2401,79204480
Wearing Surfacessq. ft.1,45272672600