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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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