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

Find on map >>   Show street view

Structure Number: 35424,  Location: HONESDALE BORO JCT TR 191 (Lat: 41.576714,  Lng: -75.257883),  Route carried "on" structure: US 6,  Year Built: 1944,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 11,931 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,889 (year 2032),  Design Load: HS 20,  Features Intersected: LACKAWAXEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.730,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35425,  Location: HONESDALE BORO JCT TR 191 (Lat: 41.568628,  Lng: -75.252033),  Route carried "on" structure: US 6,  Year Built: 1943,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 14,076 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,538 (year 2032),  Design Load: H 20,  Features Intersected: LACKAWAXEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.840,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $422,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35426,  Location: HONESDALE BO 140'E SR2007 (Lat: 41.561181,  Lng: -75.245300),  Route carried "on" structure: US 6,  Year Built: 1936,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 15,410 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,818 (year 2032),  Design Load: H 20,  Features Intersected: CARLEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.978,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $231,000

Find on map >>   Show street view

Structure Number: 35463,  Location: CHERRY RG TP .1M S SR3024 (Lat: 41.509081,  Lng: -75.288081),  Route carried "on" structure: State highway 191,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 3,697 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,806 (year 2032),  Design Load: H 20,  Features Intersected: MIDDLE CR & ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.234,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  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

Find on map >>   Show street view

Structure Number: 35469,  Location: HONESDALE BO @ JCT TR 670 (Lat: 41.585653,  Lng: -75.261169),  Route carried "on" structure: State highway 191,  Year Built: 1966,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,553 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,653 (year 2032),  Design Load: HS 20,  Features Intersected: DYBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.111,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $555,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35576,  Location: HONESDALE BO .7M N SR1005 (Lat: 41.593719,  Lng: -75.246928),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 582 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 728 (year 2032),  Design Load: HS 20,  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 35577,  Location: BERLIN TWP @ JCT SR 1010 (Lat: 41.603994,  Lng: -75.242394),  Route carried "on" structure: State highway ,  Year Built: 1943,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 582 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 728 (year 2032),  Design Load: H 20,  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.125,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $177,000

Find on map >>   Show street view

Structure Number: 35578,  Location: OREGON TWP 1.8M N SR 1010 (Lat: 41.628083,  Lng: -75.235197),  Route carried "on" structure: State highway ,  Year Built: 1943,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 582 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 728 (year 2032),  Design Load: HS 20,  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: SR 1001 CARLEY BK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.986,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 35594,  Location: HONESDLE BO 200'E SR 1001 (Lat: 41.584986,  Lng: -75.246358),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,404 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,877 (year 2032),  Features Intersected: OUTLET OF BUNNELLS POND,  Facility Carried by Structure: SR 1005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal 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 6 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 35653,  Location: HONESDALE BORO .2M E TR 6 (Lat: 41.563717,  Lng: -75.242753),  Route carried "on" structure: State highway ,  Year Built: 1909,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 304 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 663 (year 2032),  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Superstructure: Serious,  Substructure: Serious,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $363,000

Find on map >>   Show street view

Structure Number: 35655,  Location: HONESDALE BO .1M E SR1001 (Lat: 41.579336,  Lng: -75.246528),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 38 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 83 (year 2032),  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: SR 2008 BATES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 40.8 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $383,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35656,  Location: BERLIN TWP .2 M S SR 1005 (Lat: 41.588294,  Lng: -75.225508),  Route carried "on" structure: State highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 661 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,150 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TRIB TO HOLBERT CREEK,  Facility Carried by Structure: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.210,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Serious,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35703,  Location: CHERY RDG TP .5M E SR3039 (Lat: 41.512942,  Lng: -75.294481),  Route carried "on" structure: State highway ,  Year Built: 1934,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 231 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 317 (year 2032),  Design Load: HS 20,  Features Intersected: COLLINS BROOK,  Facility Carried by Structure: SR3024 MIDDLE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.806,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $272,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35718,  Location: CHERRY RIDGE .5 M S TR191 (Lat: 41.505819,  Lng: -75.275956),  Route carried "on" structure: State highway ,  Year Built: 1920,  Year Reconstructed: 1943,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 954 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,250 (year 2032),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: SR3031 HOADLEYS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.796,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $350,000,  Total Project Cost: $1,016,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35729,  Location: TEXAS TWP 300' S SR 3032 (Lat: 41.576833,  Lng: -75.279881),  Route carried "on" structure: State highway ,  Year Built: 1994,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 206 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 542 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LACKAWAXEN RIVER,  Facility Carried by Structure: SR 3041
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.827,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 48 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

Find on map >>   Show street view

Structure Number: 35773,  Location: HONESDALE BOR .1 M E TR 6 (Lat: 41.578247,  Lng: -75.254617),  Route carried "on" structure: State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,196 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,537 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DYBERRY CREEK,  Facility Carried by Structure: SR 4015 PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.882,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  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

Find on map >>   Show street view

Structure Number: 35863,  Location: CARLEY BROOK (Lat: 41.615231,  Lng: -75.239853),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 65 (year 1998),  Average Future Daily Traffic: 60 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: TWP RTE T-469
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2019,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $285,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35864,  Location: 2000' NORTH OF SR 1001 (Lat: 41.649964,  Lng: -75.221847),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 130 (year 2031),  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: SPRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2019,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $75,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 35885,  Location: Brown Street Honesdale (Lat: 41.562864,  Lng: -75.247572),  Route carried "on" structure: City street ,  Year Built: 1944,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 3,245 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2018),  Design Load: H 20,  Features Intersected: LACKAWAXEN RIVER,  Facility Carried by Structure: BROWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $471,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 41187,  Location: TEXAS TWP .1 M W SR 2009 (Lat: 41.553769,  Lng: -75.223506),  Route carried "on" structure: US 6,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,668 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,818 (year 2032),  Design Load: HS 20,  Features Intersected: HOLBERT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.150,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 45711,  Location: HONESDALE BORO JCT 191 (Lat: 41.576972,  Lng: -75.256953),  Route carried "on" structure: US 6,  Year Built: 2009,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 12,292 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,133 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LACKAWAXEN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 18.730,  Lanes on structure: 2,  Owner: State 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: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 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

Find on map >>   Show street view

Structure Number: 46389,  Location: S. Tryon St. Honesdale (Lat: 41.562711,  Lng: -75.243858),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 107 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 138 (year 2029),  Design Load: HL 93,  Features Intersected: CARLEY BROOK,  Facility Carried by Structure: EAST TRYON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 48671,  Location: CHERRY RDGE TP OVER TR191 (Lat: 41.522197,  Lng: -75.266919),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,418 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,557 (year 2034),  Design Load: HL 93,  Features Intersected: SR 191 TR 191,  Facility Carried by Structure: SR 3028 OWEGO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.375,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 54.1 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: 34.0 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 48672,  Location: DYBERRY TWP JCT TR 191 (Lat: 41.599858,  Lng: -75.266033),  Route carried "on" structure: Spur State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 246 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 344 (year 2034),  Design Load: HL 93,  Features Intersected: DYBERRY CREEK,  Facility Carried by Structure: SR 4006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 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: 36.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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

Find on map >>   Show street view

Structure Number: 53273,  Location: BERLIN TWP @ JCT SR 2009 (Lat: 41.569594,  Lng: -75.225339),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 304 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 559 (year 2037),  Design Load: HL 93,  Features Intersected: HOLBERT CREEK,  Facility Carried by Structure: Tryon St (SR 2007)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.511,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 51.2 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: 39.5 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5705,  Location: ADJACENT TO SR 2009 (Lat: 41.555433,  Lng: -75.223444),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 275 (year 2033),  Design Load: HL 93,  Features Intersected: HOLBERT CREEK,  Facility Carried by Structure: OLD WILLOW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 38.9 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: 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019

Find on map >>   Show street view

Structure Number: 48671,  Location: CHERRY RDGE TP OVER TR191 (Lat: 41.522197,  Lng: -75.266919),  Route carried "under" structure: State highway 191,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,298 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR 191 TR 191,  Facility Carried by Structure: SR 3028 OWEGO TPK
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 39.258,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.7m (44.9ft)