37TH ST over RTE I278, RTE I278
Map
Coordinates:
+40.76950, -73.9126440°46'10" N, 73°54'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
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
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2016 | 75.0 | Fair | Fair | Satisfactory | Satisfactory | FO | 5391 |
March 2014 | 66.0 | Fair | Fair | Satisfactory | Fair | FO | 4750 |
March 2012 | 66.0 | Fair | Fair | Satisfactory | Fair | FO | 4750 |
March 2010 | 66.0 | Fair | Fair | Satisfactory | Fair | FO | 4750 |
March 2008 | 66.0 | Fair | Fair | Satisfactory | Fair | FO | 4750 |
April 2006 | 66.0 | Fair | Fair | Satisfactory | Fair | FO | 4750 |
April 2004 | 66.0 | Fair | Fair | Satisfactory | Fair | FO | 4750 |
May 2002 | 60.1 | Fair | Fair | Satisfactory | Fair | FO | 5854 |
March 2000 | 54.0 | Fair | Fair | Satisfactory | Fair | FO | 5854 |
May 1998 | 54.0 | Fair | Fair | Satisfactory | Fair | FO | 5854 |
May 1996 | 36.9 | Poor | Poor | Fair | Poor | SD | 6000 |
May 1994 | 36.9 | Poor | Poor | Fair | Poor | SD | 6000 |
May 1992 | 36.9 | Poor | Poor | Fair | Poor | SD | 6000 |
June 1990 | 44.1 | Poor | Poor | Fair | Poor | SD | 6000 |