BRIDGETON HILL RD. over PENNSYLVANIA CANAL
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.56608, -75.1037340°33'58" N, 75°06'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRIDGETON HILL RD. over PENNSYLVANIA CANAL |
Structure number: | 000000000007149 |
Old structure number: | 091017009009820 (from 1992 edition) |
Location: | UPPER BLACK EDDY 05E04 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2010
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 2,346 [as of 2010] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 7.0 |
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 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2010 | Poor | Very Good | Serious | Satisfactory | 2346 | 7.0 |