Share:

TILEYARD ROAD over FLINT CREEK

Map

Coordinates:
+42.82540, -77.12423
42°49'31" N, 77°07'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TILEYARD ROAD over FLINT CREEK
Structure number:000000003318320
Location:1.9 MILES NORTH OF GORHAM
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.8 ft. [17.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1938
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:88 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:69.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$837,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairFairFair8869.8
May 2015FairFairFairFair9768.2
June 2013FairFairFairFair13758.2
May 2011FairFairFairFair14056.4
June 2009FairFairFairFair13759.8
June 2007FairFairFairFair13759.8
June 2005FairFairFairFair21561.3
July 2003FairFairSatisfactoryFair21561.3
August 2001FairFairSatisfactoryFair12562.1
October 1999FairFairSatisfactoryFair12562.1
August 1997FairFairFairFair12561.1
June 1995PoorPoorFairFair2571.9
June 1993FairFairFairFair2576.5
May 1991FairFairFairFair2576.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.29501601350
Steel Protective Coatingsq. ft.2,1240832440852
Deck
Reinforced Concrete Decksq. ft.1,500001,5000
Wearing Surfacessq. ft.1,32001,32000
Substructure
Reinforced Concrete Abutmentlinear ft.60048120
Bearings
Enclosed/Concealed Bearingeach20020
Steel Protective Coatingsq. ft.20020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120050070
Steel Protective Coatingsq. ft.7330240363130