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SR 2009 over TRIB HORTON CREEK

Map

Coordinates:
+41.66549, -75.79685
41°39'56" N, 75°47'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2009 over TRIB HORTON CREEK
Structure number:000000000032480
Old structure number:572009002000000 (from 1992 edition)
Location:LATHROP TWP .6M N SR 3023
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:287 [as of 2017]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairSatisfactory28767.4
October 2015FairSatisfactoryFairSatisfactory27767.4
June 2013FairSatisfactoryFairSatisfactory27867.2
June 2011FairSatisfactoryFairSatisfactory27764.6
June 2010FairSatisfactoryFairSatisfactory27874.6
June 2009FairSatisfactoryFairSatisfactory27874.6
June 2007FairSatisfactorySatisfactorySatisfactory27885.6
May 2006FairSatisfactorySatisfactoryGood18490.1
May 2005FairSatisfactorySatisfactoryGood18190.0
June 2004FairSatisfactorySatisfactoryGood17990.0
June 2003FairSatisfactorySatisfactoryGood17775.9
February 2002FairSatisfactorySatisfactoryGood28271.3
June 2000FairSatisfactoryGoodGood28271.3
July 1998FairSatisfactoryGoodGood27678.1
September 1996FairSatisfactoryGoodGood26478.1
December 1994FairSatisfactoryGoodGood39577.0
April 1993FairSatisfactoryGoodGood38785.8
April 1991FairSatisfactoryGoodGood37285.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.20680101250
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.9087300
Deck
Concrete Filled Grid Decksq. ft.744074400
Wearing Surfacessq. ft.744074400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6206200
Steel Protective Coatingsq. ft.10,75310,753000