Bridge Statistics for Scranton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 209,  Location: 100 FT SE OF RICHTER AVE (Lat: 41.408208,  Lng: -75.635336),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,900 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: H 20,  Features Intersected: ROARING BROOK,  Facility Carried by Structure: ASH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $145,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20902,  Location: 500 FT N OF CHERRY ST (Lat: 41.396264,  Lng: -75.675692),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,000 (year 2032),  Design Load: HS 20,  Features Intersected: STAFFORD MEADOW BROOK,  Facility Carried by Structure: S. WASHINGTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $166,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20903,  Location: 800' SW OF PROVIDENCE RD (Lat: 41.415928,  Lng: -75.663517),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,500 (year 2032),  Design Load: HS 20,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: OLIVE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $184,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20905,  Location: 900' EAST OF N. MAIN AVE. (Lat: 41.441222,  Lng: -75.642061),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,110 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,700 (year 2030),  Design Load: HS 20,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: PARKER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $271,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20906,  Location: 600' SE OF 7TH AVENUE (Lat: 41.422583,  Lng: -75.658228),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,740 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,200 (year 2032),  Design Load: HS 20,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $84,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20907,  Location: 200' WEST OF S WYOMING ST (Lat: 41.403900,  Lng: -75.671000),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,700 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,700 (year 2032),  Design Load: HS 20,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: BROADWAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $99,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20909,  Location: 550 FT NE OF MARKET ST (Lat: 41.434628,  Lng: -75.646736),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,575 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,100 (year 2032),  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $1,614,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20911,  Location: 50 FT NORTH OF BIRCH ST (Lat: 41.400764,  Lng: -75.671600),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 9,761 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,910 (year 2034),  Design Load: HS 20,  Features Intersected: ROARING BROOK,  Facility Carried by Structure: S. WASHINGTON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $201,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20916,  Location: 100 FT NE OF E. ELM ST. (Lat: 41.392964,  Lng: -75.665911),  Route carried "on" structure: City street ,  Year Built: 1885,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,200 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,600 (year 2032),  Features Intersected: STAFFORD MEADOW BROOK,  Facility Carried by Structure: WEBSTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20917,  Location: AT RICHTER ST. INTERSECT. (Lat: 41.406253,  Lng: -75.637994),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,300 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 20,  Features Intersected: ROARING BROOK,  Facility Carried by Structure: MYRTLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $198,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20951,  Location: SCRANTON CITY (Lat: 41.425786,  Lng: -75.710014),  Route carried "on" structure: Interstate 476,  Year Built: 1958,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 6,895 (year 2001),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,187 (year 2030),  Design Load: HS 20,  Features Intersected: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20952,  Location: SCRANTON CITY (Lat: 41.434472,  Lng: -75.702714),  Route carried "on" structure: State highway ,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,053 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,219 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-476),  Facility Carried by Structure: SR3003, LR952
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.728,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $537,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20963,  Location: SCR C SR8005 RMP A OVER C (Lat: 41.396717,  Lng: -75.645578),  Route carried "on" structure: Ramp State highway ,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 4,421 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,725 (year 2032),  Design Load: HS 20,  Features Intersected: SR 8005 RAMP C,  Facility Carried by Structure: SR 8005 RAMP A
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20968,  Location: SCRANTON SPRUCE ST COMPLX (Lat: 41.404697,  Lng: -75.660169),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 3,524 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,843 (year 2032),  Design Load: HS 20,  Features Intersected: ROAR BR;RR;8025;SERV RD.,  Facility Carried by Structure: SR 8025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $643,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20969,  Location: CTY SCRANTON SPRUCE COMPL (Lat: 41.403019,  Lng: -75.660914),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,524 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,843 (year 2032),  Design Load: HS 20,  Features Intersected: RAMP D SR 8025,  Facility Carried by Structure: RAMP B SR 8025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 39656,  Location: SCRANTON OVR OLYPHANT AVE (Lat: 41.443039,  Lng: -75.628386),  Route carried "on" structure: Interstate 81,  Year Built: 1997,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 54,680 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 69,796 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OLYPHANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.378,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39666,  Location: I-81 NB OVER ASH STREET (Lat: 41.406067,  Lng: -75.631208),  Route carried "on" structure: Interstate 81,  Year Built: 1996,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 29,801 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 35,529 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ASH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.741,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39667,  Location: I-81 SB OVER ASH STREET (Lat: 41.346417,  Lng: -75.729236),  Route carried "on" structure: Interstate 81,  Year Built: 1996,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 30,052 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 35,697 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ASH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.879,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42133,  Location: SCRANTON CITY OVER I-81 (Lat: 41.371344,  Lng: -75.683722),  Route carried "on" structure: State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 14,808 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,840 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: SR 3016 DAVIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.232,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42995,  Location: CONVERY FIELD SCRANTON (Lat: 41.419567,  Lng: -75.659600),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 50 (year 2013),  Average Future Daily Traffic: 60 (year 2033),  Design Load: HS 20,  Features Intersected: LACKAWANNA RAIL AUTHORIT,  Facility Carried by Structure: GREEN PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43141,  Location: 650' SE OF MAIN AVENUE (Lat: 41.437356,  Lng: -75.654561),  Route carried "on" structure: City street EM0R,  Year Built: 2005,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 8,404 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,760 (year 2031),  Design Load: HL 93,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: EAST MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4513,  Location: 1-2/10 MILE W OF ROCKDALE (Lat: 41.299111,  Lng: -75.630689),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 30 (year 2018),  Average Future Daily Traffic: 40 (year 2035),  Design Load: HL 93,  Features Intersected: SPRINGBROOK CREEK,  Facility Carried by Structure: SPRINGBROOK TWP #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46196,  Location: NORTH EDGE STEAMTOWN NHS (Lat: 41.411097,  Lng: -75.671400),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 10,660 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,650 (year 2032),  Design Load: HL 93,  Features Intersected: LACK RIVER / DEL-LACK RR,  Facility Carried by Structure: LACKAWANNA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47522,  Location: SCRANTON CTY 2M N SR 3016 (Lat: 41.384858,  Lng: -75.662011),  Route carried "on" structure: Interstate 81,  Year Built: 2012,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 35,595 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,874 (year 2032),  Design Load: HL 93,  Features Intersected: RR & STAFFORD MEADOW BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.695,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47523,  Location: SCRANTON CTY 2M N SR 3016 (Lat: 41.385233,  Lng: -75.662017),  Route carried "on" structure: Interstate 81,  Year Built: 2012,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 35,976 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 49,432 (year 2032),  Design Load: HL 93,  Features Intersected: RR & STAFFORD MEADOW BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.004,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54573,  Location: SCRANTON CTY 1 M W TR 307 (Lat: 41.386972,  Lng: -75.663444),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 46 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 88 (year 2032),  Design Load: HL 93,  Features Intersected: STAFFORD MEADOW BROOK,  Facility Carried by Structure: SR3021 STAFFORD AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5474,  Location: SCRANTON CTY .1 M E TR307 (Lat: 41.399731,  Lng: -75.651683),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 16,701 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,704 (year 2032),  Design Load: HL 93,  Features Intersected: SR 3022, ROARING BRK, RR,  Facility Carried by Structure: SR6011 HARRISON AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 62.5m (205.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56636,  Location: AT WILLIAM ST INTERSECT (Lat: 41.442556,  Lng: -75.659444),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,230 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LEGGETTS CREEK,  Facility Carried by Structure: ROCKWELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 57552,  Location: 1/2 MI SW OF DIVISION ST (Lat: 41.420811,  Lng: -75.718939),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2040),  Features Intersected: LUCKY RUN,  Facility Carried by Structure: COMMUNITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 57553,  Location: BETWEEN ELM AND BROOK ST (Lat: 41.395842,  Lng: -75.674828),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2040),  Features Intersected: STAFFORD MEADOW BROOK,  Facility Carried by Structure: REMINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 20382,  Location: SCRANTON OVER TR11 NB&SB (Lat: 41.454750,  Lng: -75.663075),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,760 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0011 TR 11,  Facility Carried by Structure: SR 6006
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 15.405,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 20382,  Location: SCRANTON OVER TR11 NB&SB (Lat: 41.454750,  Lng: -75.663075),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,030 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0011 TR 11,  Facility Carried by Structure: SR 6006
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.688,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 20411,  Location: CTY SCRANTON SPRUCE COMPL (Lat: 41.403203,  Lng: -75.659717),  Route carried "under" structure: Ramp State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,911 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 8025,  Facility Carried by Structure: TR 11 SPRUCE ST
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 20411,  Location: CTY SCRANTON SPRUCE COMPL (Lat: 41.403203,  Lng: -75.659717),  Route carried "under" structure: Ramp State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,819 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 8025,  Facility Carried by Structure: TR 11 SPRUCE ST
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 20412,  Location: CTY SCRANTON SPRUCE COMPL (Lat: 41.404153,  Lng: -75.659828),  Route carried "under" structure: Ramp State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,733 (year 2022),  Truck Traffic: 7%,  Features Intersected: 8025 ROARING BR RR SER R,  Facility Carried by Structure: US 11 TR 11
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 20412,  Location: CTY SCRANTON SPRUCE COMPL (Lat: 41.404153,  Lng: -75.659828),  Route carried "under" structure: ServiceOther road LOCL,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2004),  Truck Traffic: 1%,  Features Intersected: 8025 ROARING BR RR SER R,  Facility Carried by Structure: US 11 TR 11
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 20415,  Location: CTY SCRANTON OVER 7TH AVE (Lat: 41.415619,  Lng: -75.669253),  Route carried "under" structure: State highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 6,466 (year 2021),  Truck Traffic: 2%,  Features Intersected: SR 3029 7TH AVENUE,  Facility Carried by Structure: TR 11 NB&SB; SIGN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 20415,  Location: CTY SCRANTON OVER 7TH AVE (Lat: 41.415619,  Lng: -75.669253),  Route carried "under" structure: State highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 6,388 (year 2021),  Truck Traffic: 2%,  Features Intersected: SR 3029 7TH AVENUE,  Facility Carried by Structure: TR 11 NB&SB; SIGN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 20417,  Location: SCRANTON CITY OVR SR 3013 (Lat: 41.425481,  Lng: -75.670708),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,616 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 3013 NORTH MAIN AVE,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 10.969,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 20418,  Location: SCRANTON CTY OVR COURT ST (Lat: 41.431269,  Lng: -75.670214),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 10%,  Features Intersected: COURT STREET,  Facility Carried by Structure: US 11
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 20419,  Location: CTY SCR OVER THEODORE ST (Lat: 41.437528,  Lng: -75.667400),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 10%,  Features Intersected: THEODORE STREET,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 20421,  Location: CTY SCR OVER KEYSER AVE (Lat: 41.444411,  Lng: -75.671364),  Route carried "under" structure: State highway 307,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,685 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 6307 KEYSER AVE,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 19.357,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 20421,  Location: CTY SCR OVER KEYSER AVE (Lat: 41.444411,  Lng: -75.671364),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 4,282 (year 2020),  Truck Traffic: 2%,  Features Intersected: SR 6307 KEYSER AVE,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.114,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 20421,  Location: CTY SCR OVER KEYSER AVE (Lat: 41.444411,  Lng: -75.671364),  Route carried "under" structure: State highway 307,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,866 (year 2020),  Truck Traffic: 2%,  Features Intersected: SR 6307 KEYSER AVE,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.114,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 20421,  Location: CTY SCR OVER KEYSER AVE (Lat: 41.444411,  Lng: -75.671364),  Route carried "under" structure: State highway 307,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,685 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 6307 KEYSER AVE,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 19.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 20422,  Location: SCRANTON CITY OAK ST EXIT (Lat: 41.451761,  Lng: -75.666736),  Route carried "under" structure: Ramp State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,079 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 6011 OAK ST EXIT,  Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.2m (40.0ft)