Share:

COUNTY ROAD 2 over TRIB ANGELICA CRK

Map

Coordinates:
+42.29863, -77.97808
42°17'55" N, 77°58'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 2 over TRIB ANGELICA CRK
Structure number:000000003330000
Location:2.3 MI E OF ANGELICA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:26.9 ft. [8.2 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1963
Year reconstructed:2011
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:329 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$859,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodExcellentExcellentExcellent32998.8
July 2015GoodExcellentExcellentExcellent35398.8
July 2013GoodExcellentExcellentExcellent35398.8
August 2011Good-ExcellentExcellent35098.8
June 2010FairSatisfactoryFairFair35347.9
July 2009FairSatisfactoryFairFair35347.9
August 2008FairSatisfactoryFairFair33257.9
August 2006FairSatisfactoryFairFair33259.5
August 2004FairSatisfactoryGoodFair36665.2
August 2002FairSatisfactoryGoodSatisfactory36680.9
October 2000FairSatisfactoryGoodGood36679.4
December 1998FairSatisfactoryVery GoodExcellent36679.4
November 1996FairFairSatisfactoryFair29173.6
September 1994FairFairSatisfactoryFair38069.0
September 1992FairFairSatisfactoryFair38069.0
October 1990FairFairSatisfactoryFair38069.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.241241000
Deck
Prestressed Concrete Top Flangesq. ft.974974000
Wearing Surfacessq. ft.9588940640
Substructure
Steel Pileeach7676000
Steel Protective Coatingsq. ft.18,57318,573000
Steel Pier Caplinear ft.7272000
Steel Protective Coatingsq. ft.308308000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000
Steel Protective Coatingsq. ft.328328000