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NORTH AV over GIRTYS RUN

Map

Coordinates:
+40.48540, -79.97300
40°29'07" N, 79°58'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH AV over GIRTYS RUN
Structure number:000000000002618
Old structure number:027445000010040 (from 1992 edition)
Location:445004 AT KLOPFER STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:54.1 ft. [16.5 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:88.6 ft. [27.0 m]
Skew angle:61°
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Other [00]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$351,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodGood450098.4
April 2014GoodVery GoodVery GoodGood450097.1
April 2012GoodVery GoodVery GoodGood450097.1
April 2010GoodExcellentExcellentGood450097.1
April 2008GoodExcellentExcellentGood250041.2
March 2007PoorExcellentExcellentSerious250038.8
February 2007PoorExcellentExcellentSerious250038.8
April 2005PoorSeriousCriticalSerious250033.5
April 2004PoorSeriousCriticalSerious250033.5
April 2003PoorSeriousCriticalSerious250033.5
April 2002PoorSeriousCriticalSerious250033.5
April 2001PoorSeriousCriticalSerious250033.5
April 2000PoorSeriousCriticalSerious250033.5
May 1999PoorSeriousCriticalSerious250033.5
April 1998PoorSeriousCriticalPoor450032.3
May 1997PoorSeriousCriticalPoor450032.3
March 1996PoorSeriousCriticalPoor450032.3
April 1995PoorSeriousCriticalPoor450032.1
March 1994PoorSeriousCriticalPoor450032.1
March 1993PoorPoorPoorFair450034.4
September 1991PoorPoorPoorFair450034.4