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MYERS RD over SALMON CREEK

Map

Coordinates:
+42.53983, -76.54397
42°32'23" N, 76°32'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MYERS RD over SALMON CREEK
Structure number:000000003314340
Location:1 MI SOUTH OF LUDLOWVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:125.0 ft. [38.1 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:247 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:91.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,312,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodVery GoodExcellentGood24791.5
June 2016GoodVery GoodExcellentGood24891.5
May 2014GoodVery GoodExcellentGood15092.5
May 2012GoodVery GoodExcellentGood15093.5
June 2010GoodVery GoodExcellentVery Good15193.5
June 2008GoodVery GoodExcellentGood102481.9
June 2006GoodExcellentExcellentExcellent97581.9
June 2004GoodExcellentExcellentExcellent33062.3
June 2002GoodExcellentExcellentExcellent33062.3
July 2000GoodExcellentExcellentExcellent33062.3
June 1998GoodExcellentExcellentExcellent33062.3
July 1991PoorSeriousSeriousSerious30016.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.504504000
Steel Protective Coatingsq. ft.6,2506,250000
Deck
Reinforced Concrete Decksq. ft.3,9413,941000
Wearing Surfacessq. ft.3,0513,051000
Substructure
Steel Pileeach9696000
Steel Protective Coatingsq. ft.324324000
Reinforced Concrete Pier Caplinear ft.7474000
Bearings
Elastomeric Bearingeach80440
Steel Protective Coatingsq. ft.1601420
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.254254000
Steel Protective Coatingsq. ft.1,4011,401000