RTE I278 over 18TH STREET


+40.66584, -73.99632
40°39'57" N, 73°59'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I278 over 18TH STREET
Structure number:00000000106531H
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.0 ft. [26.2 m]
Total length:220.8 ft. [67.3 m]
Roadway width between curbs:54.5 ft. [16.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1963
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:162,467 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,430,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201664.0FairVery GoodFairSatisfactoryFO162467
April 201562.3FairExcellentFairSatisfactoryFO161771
April 201462.2FairExcellentFairSatisfactoryFO140259
May 201362.2FairExcellentFairFairFO139600
May 201261.2FairFairFairFairFO139600
June 201161.2FairFairFairFairFO139600
April 201061.2FairFairSatisfactoryFairFO113332
June 200961.2FairFairSatisfactoryFairFO113332
June 200863.0FairFairSatisfactoryFairFO113332
May 200763.0FairFairFairFairFO113332
April 200648.9FairSatisfactoryFairFairFO113332
August 200548.9FairSatisfactoryFairFairFO113332
August 200448.9FairSatisfactoryFairFairFO113332
August 200348.9FairSatisfactoryFairFairFO113332
June 200272.0FairSatisfactorySatisfactorySatisfactoryFO149323
January 200074.0FairSatisfactorySatisfactorySatisfactoryFO149323
January 199848.0PoorFairFairPoorSD119671
February 199648.0PoorPoorPoorPoorSD129187
September 199448.0PoorPoorPoorPoorSD121124
June 199248.0PoorPoorPoorPoorSD113505
November 199048.0PoorPoorPoorPoorSD154510