37TH ST over RTE I278, RTE I278


+40.76950, -73.91264
40°46'10" N, 73°54'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:37TH ST over RTE I278, RTE I278
Structure number:000000002230620
Location:.5 MI W JCT I278 & G C PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
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: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,391 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:107.8 tons [98.0 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,984,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201675.0FairFairSatisfactorySatisfactoryFO5391
March 201466.0FairFairSatisfactoryFairFO4750
March 201266.0FairFairSatisfactoryFairFO4750
March 201066.0FairFairSatisfactoryFairFO4750
March 200866.0FairFairSatisfactoryFairFO4750
April 200666.0FairFairSatisfactoryFairFO4750
April 200466.0FairFairSatisfactoryFairFO4750
May 200260.1FairFairSatisfactoryFairFO5854
March 200054.0FairFairSatisfactoryFairFO5854
May 199854.0FairFairSatisfactoryFairFO5854
May 199636.9PoorPoorFairPoorSD6000
May 199436.9PoorPoorFairPoorSD6000
May 199236.9PoorPoorFairPoorSD6000
June 199044.1PoorPoorFairPoorSD6000