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

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Structure Number: 101414,  Location: IN HORTONVILLE (Lat: 41.759892,  Lng: -75.031883),  Route carried "on" structure: State highway 17B,  Year Built: 1951,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2,299 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,219 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: N BR CALLICOON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 68.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $499,000,  Total Project Cost: $1,352,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101415,  Location: 1.3 MI E JCT SH 17B & SH (Lat: 41.760083,  Lng: -75.032464),  Route carried "on" structure: State highway 17B,  Year Built: 1951,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,299 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,219 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: N BR CALLICOON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 70.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $841,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101416,  Location: 16 MI E JCT RTS 17B + 97 (Lat: 41.757106,  Lng: -75.026333),  Route carried "on" structure: State highway 17B,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,299 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,219 (year 2040),  Features Intersected: JOE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 65.3 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,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $516,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102652,  Location: JCT SH 52 + SH 52A (Lat: 41.747222,  Lng: -74.954419),  Route carried "on" structure: State highway 52,  Year Built: 1951,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,532 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,598 (year 2040),  Design Load: H 20,  Features Intersected: E BR CALLICOON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.813,  Lanes on 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: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $933,000,  Roadway Improvement Cost: $546,000,  Total Project Cost: $1,479,000 ( 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: 102688,  Location: 1.2 MI E JCT SH 52 & SH 5 (Lat: 41.747789,  Lng: -74.975353),  Route carried "on" structure: State highway 52A,  Year Built: 2003,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 549 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 769 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 81.6 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: Equal to present desirable 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: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $804,000 ( 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: 103541,  Location: JCT RTS 97&17B (Lat: 41.763028,  Lng: -75.052803),  Route carried "on" structure: State highway 97,  Year Built: 1988,  Status: Open,  Structure Length: 27.71m (90.91ft),  Average Daily Traffic: 1,410 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,470 (year 2040),  Design Load: HS 20,  Features Intersected: JEFFERSON STREET, Callic
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.103,  Lanes on structure: 2,  Lanes under structure: 4,  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: 9,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,449,000,  Roadway Improvement Cost: $3,776,000,  Total Project Cost: $10,225,000 ( 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: 10375,  Location: .4 MI N JCT SH 125 & US 1 (Lat: 40.939372,  Lng: -73.752925),  Route carried "on" structure: State highway 125,  Year Built: 1886,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 6,193 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,222 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MNRR NH LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,212,000,  Roadway Improvement Cost: $710,000,  Total Project Cost: $1,921,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109167,  Location: AT CALLICOON (Lat: 41.765278,  Lng: -75.060511),  Route carried "on" structure: Alternate Other road ,  Year Built: 1961,  Status: Posted for load-capacity,  Structure Length: 29.20m (95.80ft),  Average Daily Traffic: 1,322 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,851 (year 2022),  Design Load: HS 20,  Features Intersected: DELAWARE RIVER,  Facility Carried by Structure: CALLICOON NY TOPA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Length Of Structure Improvement: 29.19m (95.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $7,136,000,  Roadway Improvement Cost: $4,179,000,  Total Project Cost: $11,315,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222889,  Location: 2.5 MI E OF HORTONVILLE (Lat: 41.761619,  Lng: -74.974919),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,064 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,490 (year 2039),  Features Intersected: JONES BROOK,  Facility Carried by Structure: VILLA ROMA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.3 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 minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $234,000 ( Estimate for 2021)

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Structure Number: 226897,  Location: 1.3 MI E OF HORTONVILLE (Lat: 41.773419,  Lng: -75.003003),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 212 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 297 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: JOE BROOK,  Facility Carried by Structure: BEECHWOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.880,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $444,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335591,  Location: 1.3 MI NW OF FOSTERDALE (Lat: 41.728078,  Lng: -74.983503),  Route carried "on" structure: County highway 17,  Year Built: 1950,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,766 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,472 (year 2037),  Features Intersected: E BR CALLICOON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.509,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Serious,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $929,000,  Roadway Improvement Cost: $544,000,  Total Project Cost: $1,473,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335592,  Location: .5 MILE N OF HORTONVILLE (Lat: 41.771094,  Lng: -75.027431),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 835 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,169 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CALKINS CREEK,  Facility Carried by Structure: NORTH BRANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $487,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $772,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335601,  Location: 1.6 MI N OF HORTONVILLE (Lat: 41.785956,  Lng: -75.035433),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 284 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 398 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CALKINS CREEK,  Facility Carried by Structure: HANKINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 61.7 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 desirable 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $228,000,  Total Project Cost: $617,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335643,  Location: 3.2 MI SW JEFFERSONVILLE (Lat: 41.747961,  Lng: -74.968983),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 19 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 27 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: E BR CALLICOON CK,  Facility Carried by Structure: WINKLESTERN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $651,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335645,  Location: 0.2 MI SE OF HORTONVILLE (Lat: 41.758728,  Lng: -75.028819),  Route carried "on" structure: Alternate Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 42 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 59 (year 2037),  Features Intersected: E BR CALLICOON CK,  Facility Carried by Structure: VIADUCT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $1,553,000,  Roadway Improvement Cost: $909,000,  Total Project Cost: $2,462,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335646,  Location: IN HORTONVILLE (Lat: 41.767914,  Lng: -75.028717),  Route carried "on" structure: Alternate Other road ,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 205 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 287 (year 2037),  Features Intersected: N BR CALLICOON CK,  Facility Carried by Structure: HORTONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.2 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $615,000,  Roadway Improvement Cost: $360,000,  Total Project Cost: $975,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335647,  Location: 2.0 MI N OF HORTONVILLE (Lat: 41.790319,  Lng: -75.016494),  Route carried "on" structure: Alternate Other road ,  Year Built: 1953,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 60 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 84 (year 2038),  Features Intersected: N BR CALLICOON CK,  Facility Carried by Structure: ROBISCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.928,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 52.5 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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $524,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 335648,  Location: 1.1 MI S OF JEFFERSONVLLE (Lat: 41.764869,  Lng: -74.942222),  Route carried "on" structure: Other road ,  Year Built: 1850,  Status: Posted for load,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 89 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 125 (year 2038),  Features Intersected: E BR CALLICOON CK,  Facility Carried by Structure: SICKMILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $254,000 ( Estimate for 2021)

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Structure Number: 335649,  Location: .9 MI NW OF KENOZA LAKE (Lat: 41.745731,  Lng: -74.961992),  Route carried "on" structure: Alternate Other road ,  Year Built: 1900,  Year Reconstructed: 1999,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 19 (year 2019),  Average Future Daily Traffic: 27 (year 2039),  Features Intersected: E B CALLICOON CREEK,  Facility Carried by Structure: WELSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $561,000,  Roadway Improvement Cost: $328,000,  Total Project Cost: $889,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33565,  Location: 0.3 MI SW JEFFERSONVILLE (Lat: 41.776236,  Lng: -74.938703),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 24 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 34 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: E BR CALLICOON CK,  Facility Carried by Structure: BACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable 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: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $741,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 335651,  Location: 0.2 MI SE OF CALLICOON (Lat: 41.764400,  Lng: -75.055461),  Route carried "on" structure: Alternate Other road ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 70 (year 2019),  Average Future Daily Traffic: 98 (year 2039),  Design Load: HL 93,  Features Intersected: CALLICOON CREEK,  Facility Carried by Structure: CREAMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  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: 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: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,230,000,  Roadway Improvement Cost: $720,000,  Total Project Cost: $1,950,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 103541,  Location: JCT RTS 97&17B (Lat: 41.763028,  Lng: -75.052803),  Route carried "under" structure: County highway ,  Year Built: 1988,  Structure Length: 0. m,  Features Intersected: JEFFERSON STREET, Callic,  Facility Carried by Structure: RTE 97
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.9m (163.7ft)

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Structure Number: 73597,  Location: AT CALLICOON (Lat: 41.764233,  Lng: -75.054975),  Route carried "under" structure: County highway ,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 1979),  Features Intersected: Jefferson St., CALICOON,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)