Share:

SR 1017(LR 06172) over KISTLER CREEK

Map

Coordinates:
+40.62675, -75.85289
40°37'36" N, 75°51'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1017(LR 06172) over KISTLER CREEK
Structure number:000000000004982
Old structure number:061017001000750 (from 1992 edition)
Location:STUMPS BRIDGE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1913
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Other [00]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:335 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:33.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$612,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorFairPoorPoor33533.3
February 2017PoorFairPoorPoor33533.3
February 2016PoorFairPoorPoor33533.3
February 2015PoorFairPoorPoor33633.3
March 2014PoorFairPoorPoor33624.3
March 2013PoorFairPoorPoor28824.4
March 2012PoorFairPoorPoor28825.2
March 2011PoorFairPoorPoor28825.4
April 2009PoorFairPoorPoor28825.4
April 2008PoorFairFairPoor34025.4
July 2006PoorFairFairPoor32925.4
April 2005PoorFairFairPoor32125.0
April 2004PoorFairFairPoor32125.0
April 2003PoorPoorPoorPoor38522.9
April 2002PoorFairFairPoor37725.0
April 2001PoorFairFairPoor37725.0
May 2000PoorFairFairPoor36925.0
May 1999PoorFairFairPoor36125.0
May 1998PoorFairFairPoor35225.0
May 1997FairFairFairFair34440.2
May 1996FairFairFairFair33640.2
May 1995FairFairFairFair32837.2
May 1994FairFairSatisfactoryFair32137.2
May 1993FairFairSatisfactoryFair31437.2
May 1992FairFairSatisfactoryFair31437.2
May 1991PoorFairFairPoor30222.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.13481301013
Deck
Reinforced Concrete Decksq. ft.1,4601,21224800
Wearing Surfacessq. ft.1,17297319900
Superstructure
Reinforced Concrete Floor Beamlinear ft.17135764317
Substructure
Reinforced Concrete Pier Walllinear ft.2791260
Reinforced Concrete Abutmentlinear ft.117585090
Bearings
Enclosed/Concealed Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.134013400
Steel Protective Coatingsq. ft.21,50621,506000