Share:

SR 1002 over DRY CREEK

Map

Coordinates:
+40.69689, -77.55622
40°41'49" N, 77°33'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1002 over DRY CREEK
Structure number:000000000026474
Old structure number:441002009007390 (from 1992 edition)
Location:3 MI NE REEDSVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1908
Year reconstructed:1993
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:786 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$565,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairSatisfactory78657.7
March 2014FairFairFairSatisfactory80057.5
April 2012PoorFairPoorSatisfactory117242.3
April 2010FairFairFairSatisfactory117961.6
April 2008FairFairFairSatisfactory117961.6
May 2006FairFairFairSatisfactory57650.2
May 2004FairFairFairSatisfactory55749.9
July 2002FairFairFairSatisfactory54949.9
July 2000FairFairFairSatisfactory168348.9
September 1998FairFairFairSatisfactory168348.9
September 1996FairFairFairSatisfactory123349.7
January 1996FairFairFairSatisfactory120949.8
September 1994FairFairFairSatisfactory119049.9
October 1993FairFairFairSatisfactory117448.8
August 1992PoorPoorPoorSerious11749.6
September 1990PoorPoorPoorSerious114110.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2499979071
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.90074715300
Wearing Surfacessq. ft.78365013300
Substructure
Reinforced Concrete Abutmentlinear ft.8782500
Bearings
Enclosed/Concealed Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7607600
Steel Protective Coatingsq. ft.10,75310,753000