+39.84222, -75.38472
39°50'32" N, 75°23'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:4500001
Location:2 MILES WEST OF US 130
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Tolls:Yes [1]
Length of largest span:1644.1 ft. [501.1 m]
Total length:13915.7 ft. [4241.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:186.0 ft. [56.7 m]
Owner:Local Toll Authority [32]
Year built:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:39,131 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:72.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$117,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201672.7FairSatisfactorySatisfactorySatisfactoryFO39131
June 201474.8FairSatisfactorySatisfactorySatisfactoryFO39131
June 201274.8FairSatisfactorySatisfactorySatisfactoryFO39131
July 201074.9FairSatisfactorySatisfactorySatisfactoryFO36593
June 200874.8FairSatisfactorySatisfactorySatisfactoryFO36593
September 200673.8FairFairSatisfactorySatisfactoryFO36900
September 200473.8FairFairSatisfactorySatisfactoryFO39700
June 200273.7FairFairSatisfactorySatisfactoryFO39700
July 200073.7FairFairSatisfactorySatisfactoryFO38200
June 200073.7FairFairSatisfactorySatisfactoryFO39700
July 199873.7FairFairSatisfactorySatisfactoryFO38200
June 199873.7FairFairSatisfactorySatisfactoryFO30400
June 199673.7FairFairSatisfactorySatisfactoryFO30400
August 199463.8FairFairSatisfactorySatisfactoryFO30400
May 199464.8FairSatisfactorySatisfactorySatisfactoryFO28650
August 199275.9FairSatisfactoryGoodSatisfactoryFO20874
May 199264.8FairSatisfactorySatisfactorySatisfactoryFO28650