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LEBANON RD over BALDWIN RD,RR,RAMP ST,CR

Map

Coordinates:
+40.38471, -79.93295
40°23'05" N, 79°55'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEBANON RD over BALDWIN RD,RR,RAMP ST,CR
Structure number:000000000001302
Old structure number:020885021000000 (from 1992 edition)
Location:1/2 MI. N.W.OF SR2045
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:102.0 ft. [31.1 m]
Total length:502.0 ft. [153.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,649 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:86.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201586.0GoodGoodGoodGood-18649
August 201386.2GoodVery GoodGoodGood-17534
January 201288.3GoodVery GoodGoodGood-11215
August 200935.0PoorFairPoorPoorSD13118
August 200759.1PoorFairPoorPoorSD30043
August 200559.9PoorFairPoorPoorSD29272
August 200357.9PoorPoorPoorPoorSD29021
August 200157.9PoorPoorPoorPoorSD29698
September 199957.9PoorPoorPoorPoorSD29698
September 199776.8PoorPoorFairFairSD28094
September 199575.8PoorPoorFairFairSD26924
September 199375.8PoorPoorFairFairSD26082
September 199175.8PoorPoorFairFairSD24412

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,8934,893000
Deck
Reinforced Concrete Decksq. ft.30,81230,812000
Wearing Surfacessq. ft.28,05628,056000
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.204204000
Reinforced Concrete Pier Caplinear ft.394394000
Joints
Compression Jointlinear ft.588588000
Bearings
Elastomeric Bearingeach9090000
Movable Bearingeach2020000
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0021,002000