WELSH TRACT RD over I 95 / JFK MEM HGWY
Map
Coordinates:
+39.64668, -75.7588339°38'48" N, 75°45'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WELSH TRACT RD over I 95 / JFK MEM HGWY |
Structure number: | 1702 367 |
Location: | SOUTH OF NEWARK |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 85.6 ft. [26.1 m] |
Total length: | 278.9 ft. [85.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,595 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 68.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Satisfactory | Fair | 4595 | 68.7 |
August 2016 | Fair | Satisfactory | Fair | Fair | 4118 | 68.8 |
August 2014 | Fair | Good | Satisfactory | Satisfactory | 4275 | 80.0 |
July 2012 | Fair | Good | Satisfactory | Satisfactory | 4331 | 80.0 |
July 2010 | Fair | Good | Good | Satisfactory | 3883 | 80.1 |
July 2008 | Good | Good | Good | Good | 3999 | 80.0 |
June 2006 | Good | Good | Good | Good | 3336 | 80.2 |
September 2004 | Fair | Fair | Good | Fair | 8603 | 60.2 |
October 2002 | Fair | Fair | Good | Fair | 4267 | 62.1 |
December 2000 | Fair | Good | Good | Fair | 3965 | 65.3 |
August 1998 | Fair | Good | Good | Fair | 2329 | 68.5 |
April 1996 | Fair | Good | Fair | Fair | 2329 | 68.5 |
March 1993 | Good | Good | Good | Good | 4348 | 79.3 |
December 1990 | Fair | Fair | Good | Satisfactory | 1795 | 84.9 |