GILMARTIN STREET over LACKAWANNA RIVER
Map
Coordinates:
+41.49840, -75.5400041°29'54" N, 75°32'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GILMARTIN STREET over LACKAWANNA RIVER |
Structure number: | 000000000044440 |
Old structure number: | 357401071301010 (from 1992 edition) |
Location: | ARCH BORO, ADJ TO MAIN ST |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,160 [as of 2018] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry 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 desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Good | 8160 | 86.2 |
April 2016 | Good | Good | Very Good | Good | 8160 | 86.7 |
April 2014 | Good | Good | Very Good | Good | 8160 | 86.7 |
April 2012 | Good | Good | Very Good | Very Good | 8160 | 86.5 |
April 2010 | Good | Very Good | Excellent | Excellent | 8325 | 97.6 |
April 2008 | Good | Excellent | Excellent | Excellent | 8325 | 97.6 |
March 2006 | Poor | Imminent Failure | Imminent Failure | Fair | - | 25.0 |
March 2004 | Poor | Critical | Serious | Fair | - | 25.0 |
March 2002 | Poor | Critical | Serious | Fair | - | 25.0 |
April 2000 | Poor | Critical | Serious | Fair | 250 | 21.7 |
February 1998 | Poor | Critical | Serious | Fair | 250 | 26.8 |
February 1996 | Poor | Critical | Poor | Fair | 250 | 29.4 |
November 1993 | Poor | Critical | Poor | Fair | 250 | 29.4 |
February 1992 | Poor | Serious | Poor | Poor | 250 | 25.3 |