SR 0006 TR 6 TR191 over LACKAWAXEN RIVER
Map
Coordinates:
+41.57671, -75.2578841°34'36" N, 75°15'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 0006 TR 6 TR191 over LACKAWAXEN RIVER |
Structure number: | 000000000035424 |
Old structure number: | 630006026004450 (from 1992 edition) |
Location: | HONESDALE BORO JCT TR 191 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 69.9 ft. [21.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1944 |
Year reconstructed: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans 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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,468 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 95.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $178,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Very Good | Satisfactory | 10468 | 95.5 |
April 2015 | Fair | Good | Very Good | Satisfactory | 10543 | 95.5 |
April 2013 | Fair | Good | Very Good | Satisfactory | 10276 | 95.5 |
April 2011 | Fair | Good | Very Good | Satisfactory | 9873 | 95.6 |
April 2009 | Fair | Good | Very Good | Satisfactory | 10706 | 95.5 |
April 2007 | Fair | Good | Very Good | Satisfactory | 13072 | 95.1 |
April 2005 | Fair | Good | Very Good | Satisfactory | 12040 | 95.3 |
April 2003 | Fair | Good | Very Good | Satisfactory | 11804 | 95.3 |
May 2001 | Fair | Good | Very Good | Satisfactory | 12871 | 95.2 |
June 1999 | Fair | Good | Very Good | Satisfactory | 12408 | 95.2 |
January 1998 | Fair | Good | Very Good | Satisfactory | 13584 | 93.6 |
March 1996 | Fair | Good | Very Good | Satisfactory | 11111 | 93.3 |
April 1994 | Fair | Good | Good | Satisfactory | 11111 | 93.3 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,612 | 1,612 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,554 | 6,554 | 0 | 0 | 0 |
Substructure |
Masonry Pier Wall | linear ft. | 76 | 74 | 2 | 0 | 0 |
Masonry Abutment | linear ft. | 180 | 180 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 106 | 106 | 0 | 0 | 0 |
Compression Joint | linear ft. | 53 | 47 | 6 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 52 | 52 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 250 | 250 | 0 | 0 | 0 |