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

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Structure Number: 104048,  Location: 1 MI E JCT SH207 & SH416 (Lat: 41.453222,  Lng: -74.256922),  Route carried "on" structure: State highway 207,  Year Built: 1926,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,360 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,324 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OTTERKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $836,000 ( Estimate for 2007),  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: 104049,  Location: 3.7 MI E JCT RTS 207&416 (Lat: 41.456389,  Lng: -74.208992),  Route carried "on" structure: State highway 207,  Year Built: 1927,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,405 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,648 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OTTERKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.809,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $836,000 ( Estimate for 2007),  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: 104056,  Location: 1.8 MI W JCT RTS 208+94 (Lat: 41.432644,  Lng: -74.198842),  Route carried "on" structure: State highway 208,  Year Built: 1946,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 7,512 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,774 (year 2026),  Design Load: H 20,  Features Intersected: OTTER KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.464,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $239,000,  Total Project Cost: $648,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104059,  Location: 1.8 MI N JCT SH207 &SH208 (Lat: 41.476553,  Lng: -74.217944),  Route carried "on" structure: State highway 208,  Year Built: 1938,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 10,058 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,086 (year 2022),  Design Load: HS 20,  Features Intersected: EX-NORFOLK SO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $521,000,  Total Project Cost: $1,396,000 ( Estimate for 2007),  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: 10406,  Location: 2 MI N JCT SH208 & SH207 (Lat: 41.479483,  Lng: -74.221192),  Route carried "on" structure: State highway 208,  Year Built: 1938,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,532 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,101 (year 2025),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.545,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 73.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Critical Feature Inspection Date: December 2007,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $521,000,  Total Project Cost: $1,396,000 ( Estimate for 2007),  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: 222321,  Location: 3 MILES SW OF BURNSIDE (Lat: 41.419394,  Lng: -74.242456),  Route carried "on" structure: Other road ,  Year Built: 1907,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 150 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 ,  Design Load: HS 20,  Features Intersected: NORFK SO/ NYS & W,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $402,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222322,  Location: 1.3 MI E JCT SH416 &SH207 (Lat: 41.449947,  Lng: -74.254719),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 807 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,073 (year 2018),  Design Load: HS 20,  Features Intersected: MNRR PJ LINE,  Facility Carried by Structure: HAMPTONBURGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $501,000,  Total Project Cost: $1,342,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334467,  Location: 2.9 MI NE OF GOSHEN (Lat: 41.424975,  Lng: -74.282661),  Route carried "on" structure: County highway ,  Year Built: 1933,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,851 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,135 (year 2018),  Features Intersected: OTTER KILL,  Facility Carried by Structure: SARAH WELLS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $814,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334468,  Location: 3.1 MI N OF GOSHEN (Lat: 41.449767,  Lng: -74.332458),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 8.71m (28.58ft),  Average Daily Traffic: 4,101 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,948 (year 2018),  Features Intersected: WALLKILL RIVER,  Facility Carried by Structure: SCOTCHTOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 8.71m (28.58ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $2,402,000,  Roadway Improvement Cost: $1,403,000,  Total Project Cost: $3,805,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 334468T,  Location: 3.1 MI N OF GOSHEN,  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 9.14m (29.99ft),  Truck Traffic: 6%,  Features Intersected: WALLKILL RIVER,  Facility Carried by Structure: SCOTCHTOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $2,402,000,  Roadway Improvement Cost: $1,403,000,  Total Project Cost: $3,805,000 ( Estimate for 2007),  Deck Structure Type: Other

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Structure Number: 334469,  Location: 1.9 MI W CAMPBELL HALL (Lat: 41.457286,  Lng: -74.300469),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 572 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 830 (year 2026),  Design Load: HS 20,  Features Intersected: WALLKILL RIVER,  Facility Carried by Structure: STONY FORD 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $1,042,000,  Total Project Cost: $2,795,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33447,  Location: 0.7 MI SW CAMPBELL HALL (Lat: 41.448011,  Lng: -74.271719),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 150 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 218 ,  Design Load: HS 20,  Features Intersected: OTTER KILL,  Facility Carried by Structure: EGBERTSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $1,042,000,  Total Project Cost: $2,795,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334471,  Location: 1.8 MI SW OF MAYBROOK (Lat: 41.461242,  Lng: -74.230200),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 215 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 286 (year 2014),  Design Load: H 20,  Features Intersected: OTTER KILL,  Facility Carried by Structure: OTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $366,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704047,  Location: .1 MI SW JCT SH416 &SH207 (Lat: 41.456203,  Lng: -74.276631),  Route carried "under" structure: State highway 207,  Year Built: 1908,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,984 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 207,  Facility Carried by Structure: MNRR PJ LINE
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 8.656,  Lanes under structure: 2,  Design/Construction: Arch - Deck,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 704057,  Location: .4 MILE SOUTH OF BURNSIDE (Lat: 41.441044,  Lng: -74.203133),  Route carried "under" structure: State highway 208,  Year Built: 1915,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,679 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 208,  Facility Carried by Structure: MNRR PJ LINE
Minimum Vertical Clearance: 3.68m (12.07ft),  Kilometerpoint: 1.601,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 7.3m (24.0ft)