SR 0191 TR 191 over DELAWARE RIVER
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+41.57763, -75.2583341°34'39" N, 75°15'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 0191 TR 191 over DELAWARE RIVER |
Structure number: | 630191120014470 |
Location: | DELAWARE RIVER BRIDGE #10 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 232.0 ft. [70.7 m] |
Total length: | 465.9 ft. [142.0 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance above deck: | 16.4 ft. [5.0 m] |
Skew angle: | 58° |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2008
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,878 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Good [7 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 replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 57.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2008 | Fair | Excellent | Good | Satisfactory | 3878 | 57.6 |
September 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 2644 | 70.6 |