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SR 0006 TR 6 TR191 over LACKAWAXEN RIVER

Map

Coordinates:
+41.57671, -75.25788
41°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodVery GoodSatisfactory1046895.5
April 2015FairGoodVery GoodSatisfactory1054395.5
April 2013FairGoodVery GoodSatisfactory1027695.5
April 2011FairGoodVery GoodSatisfactory987395.6
April 2009FairGoodVery GoodSatisfactory1070695.5
April 2007FairGoodVery GoodSatisfactory1307295.1
April 2005FairGoodVery GoodSatisfactory1204095.3
April 2003FairGoodVery GoodSatisfactory1180495.3
May 2001FairGoodVery GoodSatisfactory1287195.2
June 1999FairGoodVery GoodSatisfactory1240895.2
January 1998FairGoodVery GoodSatisfactory1358493.6
March 1996FairGoodVery GoodSatisfactory1111193.3
April 1994FairGoodGoodSatisfactory1111193.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,6121,612000
Deck
Reinforced Concrete Decksq. ft.6,5546,554000
Substructure
Masonry Pier Walllinear ft.7674200
Masonry Abutmentlinear ft.180180000
Joints
Pourable Jointlinear ft.106106000
Compression Jointlinear ft.5347600
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.250250000