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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,750 [as of 2002]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,113,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201466.0Functionally obsoleteFairSatisfactoryFair4750
March 201266.0Functionally obsoleteFairSatisfactoryFair4750
March 201066.0Functionally obsoleteFairSatisfactoryFair4750
March 200866.0Functionally obsoleteFairSatisfactoryFair4750
April 200666.0Functionally obsoleteFairSatisfactoryFair4750
April 200466.0Functionally obsoleteFairSatisfactoryFair4750
May 200260.1Functionally obsoleteFairSatisfactoryFair5854
March 200054.0Functionally obsoleteFairSatisfactoryFair5854
May 199854.0Functionally obsoleteFairSatisfactoryFair5854
May 199636.9Structurally deficientPoorFairPoor6000
May 199436.9Structurally deficientPoorFairPoor6000
May 199236.9Structurally deficientPoorFairPoor6000
June 199044.1Structurally deficientPoorFairPoor6000