SR 0107 TR 107 over HEART LAKE CREEK


+41.56451, -75.58213
41°33'52" N, 75°34'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0107 TR 107 over HEART LAKE CREEK
Structure number:000000000020534
Old structure number:350107022012130 (from 1992 edition)
Location:SCOTT TWP .1 M W SR 1017
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,224 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:64.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$144,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryFair322464.4
May 2016FairSatisfactorySatisfactorySatisfactory330676.2
May 2014FairSatisfactorySatisfactorySatisfactory341976.1
May 2012FairSatisfactorySatisfactorySatisfactory345876.0
May 2010FairSatisfactorySatisfactorySatisfactory345576.0
May 2008FairSatisfactorySatisfactorySatisfactory289976.8
May 2006FairSatisfactorySatisfactorySatisfactory283476.9
May 2004FairSatisfactorySatisfactorySatisfactory308379.5
June 2002FairSatisfactorySatisfactorySatisfactory300579.6
August 2000FairSatisfactorySatisfactorySatisfactory297577.3
September 1998FairSatisfactorySatisfactorySatisfactory228081.5
January 1997FairSatisfactorySatisfactorySatisfactory246781.4
May 1995FairSatisfactorySatisfactorySatisfactory241483.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.104100400
Reinforced Concrete Slabsq. ft.6165793700
Wearing Surfacessq. ft.587587000