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

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Structure Number: 101325,  Location: 2.5 MI SW JCT SH17 & SH41 (Lat: 42.031428,  Lng: -75.529758),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 504 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 706 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 17 17 91073199 WB, RTE,  Facility Carried by Structure: GULF SUMMIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.4 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: 51.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.88m (35.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,460,000,  Roadway Improvement Cost: $1,440,000,  Total Project Cost: $3,900,000 ( Estimate for 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: 101326,  Location: 1.4 MI SW JCT RTS 17 + 41 (Lat: 42.040303,  Lng: -75.515631),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 527 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 738 (year 2040),  Design Load: HS 20,  Features Intersected: 17 17 91073209 EB, RTE,  Facility Carried by Structure: CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.827,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.85m (35.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,540,000,  Roadway Improvement Cost: $1,487,000,  Total Project Cost: $4,027,000 ( 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: 1013271,  Location: JCT RTS 17 + 41 (Lat: 42.051250,  Lng: -75.496794),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 4,309 (year 2011),  Truck Traffic: 19%,  Features Intersected: RTE 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.407,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,150,000,  Roadway Improvement Cost: $674,000,  Total Project Cost: $1,824,000 ( 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: 1013272,  Location: JCT RTS 17 + 41 (Lat: 42.050806,  Lng: -75.496808),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 3,534 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,514 (year 2040),  Features Intersected: RTE 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.342,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: 52.8 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,146,000,  Roadway Improvement Cost: $671,000,  Total Project Cost: $1,816,000 ( 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: 1013281,  Location: 0.1 MI E EXIT 82 OF SH 17 (Lat: 42.051433,  Lng: -75.493492),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,707 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,190 (year 2029),  Design Load: HS 20,  Features Intersected: OQUAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.696,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,395,000,  Roadway Improvement Cost: $817,000,  Total Project Cost: $2,211,000 ( 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: 1013282,  Location: 0.1 MI E JCT RTS 17 + 41 (Lat: 42.051000,  Lng: -75.493494),  Route carried "on" structure: State highway 17,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,036 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,737 (year 2040),  Design Load: HS 20,  Features Intersected: OQUAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.632,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,395,000,  Roadway Improvement Cost: $817,000,  Total Project Cost: $2,211,000 ( 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: 1013291,  Location: 1.0 MI E JCT RTS 17 + 41 (Lat: 42.049992,  Lng: -75.475753),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 3,106 (year 2009),  Truck Traffic: 27%,  Design Load: HS 20,  Features Intersected: CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.128,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 66.2 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,961,000,  Roadway Improvement Cost: $1,734,000,  Total Project Cost: $4,695,000 ( 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: 1013292,  Location: 1.0 MI E JCT RTS 17 + 41 (Lat: 42.049919,  Lng: -75.476339),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,544 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,969 (year 2040),  Design Load: HS 20,  Features Intersected: CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 66.2 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,037,000,  Roadway Improvement Cost: $1,778,000,  Total Project Cost: $4,816,000 ( 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: 10133,  Location: EXIT 83 - RAMP OVER STE (Lat: 42.051906,  Lng: -75.444919),  Route carried "on" structure: Ramp State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 368 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 574 (year 2040),  Design Load: HS 20,  Features Intersected: 17 17 91073251 EB, RTE 1,  Facility Carried by Structure: EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.06m (19.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $547,000,  Total Project Cost: $1,481,000 ( 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: 1013311,  Location: 3.1 MI E JCT SH 17 & SH41 (Lat: 42.051964,  Lng: -75.441261),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 3,106 (year 2009),  Truck Traffic: 27%,  Design Load: HS 20,  Features Intersected: N-S RR, OQUAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.411,  Lanes on 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: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,179,000,  Roadway Improvement Cost: $1,862,000,  Total Project Cost: $5,041,000 ( Estimate for 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: 1013312,  Location: 3.1 MI E JCT SH 17 & SH41 (Lat: 42.051814,  Lng: -75.441525),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 2,544 (year 2009),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,969 (year 2040),  Design Load: HS 20,  Features Intersected: N-S RR MP 176.86, OQUAGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.346,  Lanes on 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: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,179,000,  Roadway Improvement Cost: $1,862,000,  Total Project Cost: $5,041,000 ( 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: 101332,  Location: 4.0 MI E JCT RTS 17 + 41 (Lat: 42.055619,  Lng: -75.424792),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 655 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 917 (year 2038),  Design Load: HS 20,  Features Intersected: 17 17 91073262 WB, RTE,  Facility Carried by Structure: OQUAGA LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.700,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.91m (22.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,439,000,  Roadway Improvement Cost: $843,000,  Total Project Cost: $2,282,000 ( Estimate for 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: 1013331,  Location: JCT SH17 & W B DELAWARE R (Lat: 42.055925,  Lng: -75.423136),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 3,221 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,025 (year 2040),  Design Load: HS 20,  Features Intersected: LAUREL BANK AVE, W BR DE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,622,000,  Roadway Improvement Cost: $2,707,000,  Total Project Cost: $7,329,000 ( 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: 1013332,  Location: JCT SH17 & W B DELAWARE R (Lat: 42.055681,  Lng: -75.422319),  Route carried "on" structure: State highway 17,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 3,221 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,025 (year 2040),  Design Load: HS 20,  Features Intersected: LAUREL BANK AVE, W BR DE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.07m (59.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,336,000,  Roadway Improvement Cost: $2,539,000,  Total Project Cost: $6,875,000 ( Estimate for 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: 102473,  Location: 0.5 MI N JCT RTS 41 + 17 (Lat: 42.058247,  Lng: -75.494939),  Route carried "on" structure: State highway 41,  Year Built: 1927,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 728 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 759 (year 2040),  Features Intersected: MARSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.9 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: 30.8 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $665,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109403,  Location: 0.1 MI S JCT RTS 41 + 17 (Lat: 42.049853,  Lng: -75.496514),  Route carried "on" structure: State highway 41,  Year Built: 1927,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 728 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 759 (year 2040),  Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 63.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $434,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $688,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 222567,  Location: 2 MILES NE OF SANFORD (Lat: 42.130139,  Lng: -75.464653),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 53 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 74 (year 2037),  Features Intersected: OQUAGA CREEK,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $420,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222568,  Location: HAMLET OF NORTH SANFORD (Lat: 42.158961,  Lng: -75.454869),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 118 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 165 (year 2036),  Features Intersected: OQUAGA CREEK,  Facility Carried by Structure: MELONDY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 76.0 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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $213,000 ( Estimate for 2021)

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Structure Number: 33496,  Location: VILLAGE OF HALE EDDY (Lat: 42.001756,  Lng: -75.394978),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 623 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 872 (year 2038),  Design Load: HS 20,  Features Intersected: SHERMAN CREEK,  Facility Carried by Structure: SHERMAN CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 12.1m (39.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $535,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $849,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334962,  Location: HAMLET OF MCCLURE (Lat: 42.048633,  Lng: -75.485233),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 527 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 738 (year 2040),  Design Load: HL 93,  Features Intersected: OQUAGA CREEK,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.889,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 74.4 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: Superior to present desirable 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: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $425,000,  Total Project Cost: $1,149,000 ( 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: 334963,  Location: AT HAMLET OF SANFORD (Lat: 42.102589,  Lng: -75.481547),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 230 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 239 (year 2040),  Features Intersected: OQUAGA CREEK,  Facility Carried by Structure: NORTH SANFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 29.3m (96.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 35.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $451,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $716,000 ( 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: 334964,  Location: 1.0 MI NW OF SAN FORD (Lat: 42.119128,  Lng: -75.470819),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 17 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 24 (year 2037),  Features Intersected: OQUAGA CREEK,  Facility Carried by Structure: PAGE POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $529,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $839,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334965,  Location: 2 MI N OF DEPOSIT (Lat: 42.084142,  Lng: -75.430597),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 119 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 167 (year 2038),  Design Load: HS 20,  Features Intersected: BIG HOLLOW CREEK,  Facility Carried by Structure: BIG HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 5 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 79.1 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: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $145,000 ( Estimate for 2021)

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Structure Number: 336713,  Location: 2 MI NE OF NORTH SANFORD (Lat: 42.174606,  Lng: -75.439147),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 54 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 56 (year 2040),  Design Load: H 20,  Features Intersected: OQUAGA CREEK,  Facility Carried by Structure: NORTH SANFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.445,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $141,000 ( Estimate for 2021)

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Structure Number: 336799,  Location: 1.5 MILES N OF DEPOSIT (Lat: 42.074708,  Lng: -75.424450),  Route carried "on" structure: Alternate County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 119 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 167 (year 2038),  Design Load: HS 20,  Features Intersected: BIG HOLLOW CREEK,  Facility Carried by Structure: BIG HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.6 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $132,000 ( Estimate for 2021)

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Structure Number: 101325,  Location: 2.5 MI SW JCT SH17 & SH41 (Lat: 42.031428,  Lng: -75.529758),  Route carried "under" structure: State highway 17,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 9,034 (year 1992),  Features Intersected: 17 17 91073199 WB, RTE,  Facility Carried by Structure: GULF SUMMIT ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 31.826,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 101326,  Location: 1.4 MI SW JCT RTS 17 + 41 (Lat: 42.040303,  Lng: -75.515631),  Route carried "under" structure: State highway 17,  Year Built: 1960,  Structure Length: 0. m,  Features Intersected: 17 17 91073209 EB, RTE,  Facility Carried by Structure: CR 28
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 56.556,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1013271,  Location: JCT RTS 17 + 41 (Lat: 42.051250,  Lng: -75.496794),  Route carried "under" structure: State highway 41,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 659 (year 1999),  Features Intersected: RTE 41,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1013272,  Location: JCT RTS 17 + 41 (Lat: 42.050806,  Lng: -75.496808),  Route carried "under" structure: State highway 41,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 659 (year 1999),  Features Intersected: RTE 41,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1013291,  Location: 1.0 MI E JCT RTS 17 + 41 (Lat: 42.049992,  Lng: -75.475753),  Route carried "under" structure: Alternate County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 775 (year 1979),  Features Intersected: CR 28,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 1013292,  Location: 1.0 MI E JCT RTS 17 + 41 (Lat: 42.049919,  Lng: -75.476339),  Route carried "under" structure: Alternate County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 775 (year 1979),  Features Intersected: CR 28,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 10133,  Location: EXIT 83 - RAMP OVER STE (Lat: 42.051906,  Lng: -75.444919),  Route carried "under" structure: State highway 17,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,263 (year 1998),  Features Intersected: 17 17 91073251 EB, RTE 1,  Facility Carried by Structure: EXIT RAMP
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 40.322,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 101332,  Location: 4.0 MI E JCT RTS 17 + 41 (Lat: 42.055619,  Lng: -75.424792),  Route carried "under" structure: State highway 17,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,263 (year 1998),  Features Intersected: 17 17 91073262 WB, RTE,  Facility Carried by Structure: OQUAGA LAKE ROAD
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 42.091,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 1013331,  Location: JCT SH17 & W B DELAWARE R (Lat: 42.055925,  Lng: -75.423136),  Route carried "under" structure: Spur Other road ,  Year Built: 1961,  Structure Length: 0. m,  Features Intersected: LAUREL BANK AVE, W BR DE,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 16.00m (52.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 1013332,  Location: JCT SH17 & W B DELAWARE R (Lat: 42.055681,  Lng: -75.422319),  Route carried "under" structure: Spur Other road ,  Year Built: 1961,  Structure Length: 0. m,  Features Intersected: LAUREL BANK AVE, W BR DE,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 16.00m (52.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 770216,  Location: HAMLET OF MCCLURE (Lat: 42.047067,  Lng: -75.482569),  Route carried "under" structure: County highway ,  Year Built: 1932,  Structure Length: 0. m,  Average Daily Traffic: 324 (year 2011),  Truck Traffic: 3%,  Features Intersected: COUNTY ROAD 237,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.4m (53.8ft)