PARKVIEW DRIVE over MURDER CREEK, PEDESTRIAN

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Very Good	Good	Very Good	1384	82.9
September 2016	Good	Very Good	Good	Very Good	1429	82.9
September 2014	Good	Good	Good	Very Good	1094	82.9
October 2012	Good	Good	Good	Very Good	1100	82.9
September 2010	Good	Excellent	Excellent	Very Good	1471	82.9
March 2010	Poor	Imminent Failure	Poor	Fair	1515	24.8
September 2008	Poor	Imminent Failure	Poor	Fair	1471	24.8
June 2007	Poor	Imminent Failure	Poor	Poor	1471	16.1
July 2006	Poor	Imminent Failure	Poor	Poor	1471	16.1
August 2005	Poor	Imminent Failure	Poor	Poor	1471	49.8
August 2004	Poor	Imminent Failure	Poor	Poor	1471	16.1
September 2003	Poor	Imminent Failure	Poor	Poor	1471	16.1
September 2002	Poor	Critical	Poor	Poor	1471	49.8
September 2001	Poor	Critical	Poor	Fair	1471	49.8
September 2000	Poor	Serious	Poor	Fair	1471	49.8
August 1998	Poor	Poor	Poor	Fair	1342	50.9
September 1996	Poor	Poor	Poor	Poor	1342	51.7
July 1994	Poor	Poor	Poor	Poor	1000	49.6
June 1992	Poor	Poor	Poor	Poor	1000	49.6
June 1990	Poor	Poor	Poor	Poor	1000	49.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	689	689	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,645	2,916	0	729	0
Wearing Surfaces	sq. ft.	2,364	840	1,524	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	228	228	0	0	0
Joints
Pourable Joint	linear ft.	68	0	20	48	0
Bearings
Elastomeric Bearing	each	42	42	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	320	320	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,240	1,792	0	448	0
Wearing Surfaces	sq. ft.	1,452	726	726	0	0