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SR 0011 TR 11 over SUSQ RIVER, RR, SR 2037

Map

Coordinates:
+41.32722, -75.79306
41°19'38" N, 75°47'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0011 TR 11 over SUSQ RIVER, RR, SR 2037
Structure number:000000000023614
Old structure number:400011072002290 (from 1992 edition)
Location:W PITTSTON MAIN & EXETER
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:1075.2 ft. [327.7 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1924
Year reconstructed:1986
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:11
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:14,832 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:36.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,950,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201636.0PoorPoorFairPoorSD14832
September 201454.9PoorPoorFairFairSD11941
September 201251.7PoorPoorFairFairSD16077
September 201052.7PoorPoorFairFairSD16063
September 200857.8FairFairFairFairFO12452
September 200651.1FairFairFairFairFO14876
August 200551.3FairFairFairFairFO14700
October 200451.5FairFairFairFairFO14497
October 200251.8FairFairFairFairFO14101
December 200053.0FairFairFairFairFO13824
January 199951.6FairFairFairFairFO16800
May 199752.1FairFairFairFairFO16211
June 199565.4FairFairFairFairFO15536

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,1691,00316600
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Girder/Beamlinear ft.4663877900
Deck
Reinforced Concrete Decksq. ft.45,85025,6253,26116,9640
Superstructure
Reinforced Concrete Archlinear ft.2,310802801,9500
Steel Floor Beamlinear ft.999999000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Columneach91710
Reinforced Concrete Pier Walllinear ft.4661142131390
Reinforced Concrete Abutmentlinear ft.21243106630
Reinforced Concrete Pier Caplinear ft.103534550
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0654771,538500