SR 1015 (LR 165) over MARTINS CREEK


+40.83076, -75.19900
40°49'51" N, 75°11'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1015 (LR 165) over MARTINS CREEK
Structure number:000000000028674
Old structure number:481015009024370 (from 1992 edition)
Location:@ INT. WITH T-690
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1920
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,278 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:50.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$279,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorFairPoorPoor127850.9
August 2015PoorFairPoorPoor127550.9
August 2013PoorFairPoorPoor127550.9
August 2011PoorFairPoorFair187649.8
August 2009PoorFairPoorFair184249.9
August 2007PoorFairPoorFair194249.7
August 2005PoorFairPoorFair187849.8
August 2003PoorFairPoorFair176250.0
August 2001PoorFairPoorFair167650.2
October 1999FairFairFairFair170367.0
October 1997FairFairFairFair150267.3
November 1995FairFairFairFair147067.0
December 1993FairFairFairSatisfactory140967.0
March 1992FairFairFairSatisfactory140967.0
June 1990FairFairFairSatisfactory135367.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.502245512060
Reinforced Concrete Decksq. ft.1,8521,16706850
Wearing Surfacessq. ft.1,6501,650000
Reinforced Concrete Pier Walllinear ft.3630510
Reinforced Concrete Abutmentlinear ft.10297410
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Enclosed/Concealed Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.13410410200