Bridge Statistics for Hancock, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 101335,  Location: EXIT 87 RTE 17 INT (Lat: 41.957317,  Lng: -75.296072),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 7,765 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,838 (year 2040),  Design Load: HS 20,  Features Intersected: SANDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.343,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,128,000,  Roadway Improvement Cost: $661,000,  Total Project Cost: $1,788,000 ( Estimate for 2021)

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Structure Number: 101337,  Location: 2.4 MI W EXIT 89 RTE 17 (Lat: 41.970956,  Lng: -75.220089),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,293 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,820 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CITY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.806,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $607,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $963,000 ( Estimate for 2021)

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Structure Number: 101338,  Location: 2.2 MI W EXIT 89 OF SH 17 (Lat: 41.972400,  Lng: -75.216853),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 6 (year 2019),  Average Future Daily Traffic: 8 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 17 17 93081169 (EB), RT,  Facility Carried by Structure: CITY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,104,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,751,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 101339,  Location: 1.9 MI W EXIT 89 RTE 17 (Lat: 41.974817,  Lng: -75.210858),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,293 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,820 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TAR HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.691,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $549,000,  Total Project Cost: $1,486,000 ( Estimate for 2021)

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Structure Number: 103549,  Location: JCT SH 97 & DELAWARE RVR (Lat: 41.953192,  Lng: -75.276706),  Route carried "on" structure: State highway 97,  Year Built: 2005,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 988 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,030 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.413,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.6m (179.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.86m (45.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,810,000,  Roadway Improvement Cost: $2,231,000,  Total Project Cost: $6,041,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 105053,  Location: 1.7 MI N RTE 17 (Lat: 41.990161,  Lng: -75.263664),  Route carried "on" structure: State highway 268,  Year Built: 1965,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 430 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 602 (year 2037),  Features Intersected: CADOSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.1 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $758,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $1,202,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105054,  Location: 2.1 MILES N OF HANCOCK (Lat: 41.995683,  Lng: -75.265339),  Route carried "on" structure: State highway 268,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 430 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 602 (year 2037),  Features Intersected: CADOSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.535,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.8 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $793,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105055,  Location: 2.6 MI N RTE 17 (Lat: 42.002989,  Lng: -75.262839),  Route carried "on" structure: State highway 268,  Year Built: 1965,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 430 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 602 (year 2037),  Features Intersected: CADOSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.404,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $681,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $1,080,000 ( Estimate for 2021)

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Structure Number: 1054871,  Location: EXIT 87 OF S.H.17 (Lat: 41.957467,  Lng: -75.295464),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 3,883 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,910 (year 2040),  Design Load: HS 20,  Features Intersected: Sands Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.375,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,355,000,  Roadway Improvement Cost: $794,000,  Total Project Cost: $2,149,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054872,  Location: EXIT 87 RTE 17 INT (Lat: 41.957331,  Lng: -75.295453),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 3,883 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,910 (year 2040),  Design Load: HS 20,  Features Intersected: Sands Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.375,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,012,000,  Roadway Improvement Cost: $593,000,  Total Project Cost: $1,605,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1054891,  Location: EXIT 87A RTE 17 INT (Lat: 41.964664,  Lng: -75.262825),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 19.08m (62.60ft),  Average Daily Traffic: 3,147 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,910 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 268, CADOSIA CREEK,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.786,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.08m (62.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,220,000,  Roadway Improvement Cost: $2,471,000,  Total Project Cost: $6,692,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1054892,  Location: EXIT 87A RTE 17 INT (Lat: 41.964714,  Lng: -75.262469),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 19.29m (63.29ft),  Average Daily Traffic: 3,147 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,910 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 268, CADOSIA CREEK,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.786,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.29m (63.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,264,000,  Roadway Improvement Cost: $2,497,000,  Total Project Cost: $6,761,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10549,  Location: 2.4 MI E EXIT 87A OF SH17 (Lat: 41.965042,  Lng: -75.231169),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 476 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 666 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: 17 17 93081160 EB, RTE,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.604,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,924,000,  Roadway Improvement Cost: $1,127,000,  Total Project Cost: $3,050,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 106334,  Location: AT EXIT 87A (Lat: 41.963381,  Lng: -75.262911),  Route carried "on" structure: State highway 864,  Year Built: 1967,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,278 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,189 (year 2037),  Features Intersected: CADOSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 67.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,434,000,  Roadway Improvement Cost: $840,000,  Total Project Cost: $2,273,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10917,  Location: HANCOCK NY- STARLIGHT PA (Lat: 41.952267,  Lng: -75.291453),  Route carried "on" structure: Spur Other road ,  Year Built: 1937,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 2,641 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,657 (year 2040),  Design Load: HS 20,  Features Intersected: W BR DELAWARE RIV,  Facility Carried by Structure: HANCOCK-STARLIGHT
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 70.7m (232.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.35m (47.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $8,131,000,  Roadway Improvement Cost: $4,762,000,  Total Project Cost: $12,893,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 222681,  Location: 3 MI N OF SH 17 - HANCOCK (Lat: 42.005403,  Lng: -75.259714),  Route carried "on" structure: Spur Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 27 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 38 (year 2037),  Features Intersected: CADOSIA CREEK,  Facility Carried by Structure: LANG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.6 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $264,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222682,  Location: 34 MI N RT 17 HANCOCK (Lat: 42.009164,  Lng: -75.258397),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 27 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 38 (year 2037),  Features Intersected: CADOSIA CREEK,  Facility Carried by Structure: LANG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $418,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222683,  Location: 0.5MI N RTE17(Lat: 41.971314,  Lng: -75.265719),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 26 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 36 (year 2037),  Design Load: HS 20,  Features Intersected: CADOSIA CREEK,  Facility Carried by Structure: BENEDICT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $371,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other