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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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