US 1(ALT.)(LR 281 over DELAWARE RV & NJ 29 SB
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.21033, -74.7682140°12'37" N, 74°46'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 1(ALT.)(LR 281 over DELAWARE RV & NJ 29 SB |
Structure number: | 097409999100200 |
Location: | MORRISVILLE BORO. 39D04 |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 210.0 ft. [64.0 m] |
Total length: | 1021.0 ft. [311.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance above deck: | 16.4 ft. [5.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | Local Toll Authority [32] |
Year built: | 1928 |
Year reconstructed: | 1969 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2008
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 14,868 [as of 1992] |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 84.2 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $3,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2008 | Fair | Good | Good | Satisfactory | 14868 | 84.2 |
July 1996 | Poor | Poor | Fair | Fair | 14868 | 58.8 |
April 1989 | Poor | Poor | Good | Good | 15074 | 67.0 |