I-76 over DELAWARE R & I-95;I-676
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.90492, -75.1295639°54'18" N, 75°07'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-76 over DELAWARE R & I-95;I-676 |
Structure number: | 677301007602300 |
Location: | WALT WHITMAN BRG. 37A08 |
Purpose: | Carries highway over highway, waterway, and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Tolls: | Yes [1] |
Length of largest span: | 2000.1 ft. [609.6 m] |
Total length: | 11682.7 ft. [3560.7 m] |
Roadway width between curbs: | 79.1 ft. [24.1 m] |
Deck width edge-to-edge: | 86.9 ft. [26.5 m] |
Vertical clearance above deck: | 16.4 ft. [5.0 m] |
Vertical clearance below bridge: | 1737.3 ft. [529.5 m] |
Owner: | Local Toll Authority [32] |
Year built: | 1957 |
Year reconstructed: | 1998 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Suspension [13] |
Deck type: | Closed Grating [4] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2008
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 117,700 [as of 1998] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 51.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $57,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2008 | Fair | Fair | Fair | Satisfactory | 117700 | 51.2 |