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

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Structure Number: 22697,  Location: 12M N VIL/SALEM OFF RT 22 (Lat: 43.313717,  Lng: -73.273108),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 61 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 85 (year 2038),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: N GRIMES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 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 desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $136,000 ( Estimate for 2021)

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Structure Number: 330577,  Location: 5 MILES NNW OF SALEM (Lat: 43.228083,  Lng: -73.374547),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,017 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,424 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: COUNTY ROAD 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.153,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $557,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $883,000 ( 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: 330578,  Location: 1 MI E OF WEST HEBRON (Lat: 43.232397,  Lng: -73.355728),  Route carried "on" structure: Other road ,  Year Built: 1928,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 281 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 393 (year 2039),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: CHAMBERLAIN MILLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.818,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $551,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 330579,  Location: 0.1 MI SWS WEST PAWLET (Lat: 43.352367,  Lng: -73.253650),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 221 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 309 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN RIVER,  Facility Carried by Structure: PAWLET RD CR31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.117,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $548,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33059,  Location: 1 MI NW HEBRON (Lat: 43.275653,  Lng: -73.294592),  Route carried "on" structure: Other road ,  Year Built: 1929,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 31 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 43 (year 2038),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: PINE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.572,  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: 12.1m (39.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $293,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 330642,  Location: .3 MI EAST OF WEST HEBRON (Lat: 43.228656,  Lng: -73.368589),  Route carried "on" structure: Other road ,  Year Built: 1940,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 21 (year 2018),  Average Future Daily Traffic: 29 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: FERGUSON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  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: 10.7m (35.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $289,000 ( 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: 330651,  Location: .5 MI NW WEST HEBRON (Lat: 43.230806,  Lng: -73.376631),  Route carried "on" structure: Other road ,  Year Built: 1942,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 72 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 101 (year 2038),  Features Intersected: W BRN BLACK CREEK,  Facility Carried by Structure: PATTERSON HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $250,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330653,  Location: 2.5 MILES WEST OF HEBRON (Lat: 43.251178,  Lng: -73.331414),  Route carried "on" structure: County highway ,  Year Built: 1942,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 49 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 69 (year 2038),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: BOGTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 50.9 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: 39.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $531,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 330654,  Location: 5.25 MI NE COSSAYUNA LAKE (Lat: 43.255022,  Lng: -73.312036),  Route carried "on" structure: Other road ,  Year Built: 1942,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 28 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 39 (year 2038),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: TIPLADYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 78.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $453,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 335989,  Location: 6 MI N OF SALEM (Lat: 43.259403,  Lng: -73.302494),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 187 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 262 (year 2038),  Features Intersected: CHAMBERLIN POND,  Facility Carried by Structure: CHAMBERLIN MIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $156,000 ( Estimate for 2021)

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Structure Number: 337129,  Location: 0.15 mi NW of CR31 (Lat: 43.239308,  Lng: -73.379586),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 700 (year 2034),  Features Intersected: West Branch Black Creek,  Facility Carried by Structure: CR30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $162,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous