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SR 0084 I-84 WB over LACKA COUNTY RAIL AUTH

Map

Coordinates:
+41.38619, -75.55355
41°23'10" N, 75°33'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0084 I-84 WB over LACKA COUNTY RAIL AUTH
Structure number:000000000020507
Old structure number:350084005119870 (from 1992 edition)
Location:ROARNG BRK TP .2M W TR435
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:158.1 ft. [48.2 m]
Total length:473.1 ft. [144.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1977
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,444 [as of 2016]
Truck traffic:27% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:86.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$957,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryFairFair1044486.4
March 2015FairSatisfactoryFairSatisfactory1063286.4
March 2013FairSatisfactorySatisfactorySatisfactory1021697.5
March 2011FairSatisfactorySatisfactorySatisfactory1060797.5
March 2009FairSatisfactorySatisfactorySatisfactory1106295.5
March 2007FairSatisfactorySatisfactorySatisfactory1010795.5
March 2005FairSatisfactorySatisfactorySatisfactory948195.1
March 2003FairSatisfactorySatisfactorySatisfactory920595.1
April 2001FairSatisfactorySatisfactorySatisfactory872795.2
May 1999FairGoodGoodSatisfactory920295.1
April 1998FairGoodGoodSatisfactory897897.1
September 1997FairGoodGoodSatisfactory897897.1
March 1996FairGoodGoodSatisfactory808695.2
March 1994FairGoodGoodSatisfactory781397.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,8051,8051,00000
Steel Protective Coatingsq. ft.43,01343,013000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.3434000
Reinforced Concrete Abutmentlinear ft.128012080
Reinforced Concrete Pier Caplinear ft.151151000
Joints
Strip Seal Jointlinear ft.5656000
Bearings
Movable Bearingeach24121200
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach126600
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.947094700