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

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Structure Number: 100309,  Location: IN S.CENTERVILLE ON US 6 (Lat: 41.384375,  Lng: -74.523917),  Route carried "on" structure: US 6,  Year Built: 1935,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,289 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,205 (year 2040),  Design Load: H 20,  Features Intersected: TRB INDIGOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.713,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $600,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10031,  Location: 2.4 MI W JCT. RTS 6&284 (Lat: 41.385125,  Lng: -74.519844),  Route carried "on" structure: US 6,  Year Built: 1993,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,055 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,677 (year 2040),  Design Load: HS 20,  Features Intersected: INDIGOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.067,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 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: Meets minimum limits,  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: March 2021,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $745,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100311,  Location: 0.2 MI W JCT RTS 6+284 (Lat: 41.391553,  Lng: -74.478261),  Route carried "on" structure: US 6,  Year Built: 1935,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,055 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,017 (year 2040),  Design Load: H 20,  Features Intersected: JOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.623,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $395,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $626,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100312,  Location: 0.3 MI E JCT RTS 6 & 284 (Lat: 41.390933,  Lng: -74.469392),  Route carried "on" structure: US 6,  Year Built: 1993,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 8,257 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: CATLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.427,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 13.7m (44.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $434,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $689,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105243,  Location: 6.4 MI E I84 INT 2 (Lat: 41.400578,  Lng: -74.519017),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 1,269 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,777 (year 2038),  Design Load: HS 20,  Features Intersected: 84I 84I83011101 WB, RTE,  Facility Carried by Structure: SO CENTERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  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: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.83m (28.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,302,000,  Roadway Improvement Cost: $1,933,000,  Total Project Cost: $5,235,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052441,  Location: 5.8 MI E I84 INT 2 (Lat: 41.404386,  Lng: -74.511258),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 14,398 (year 2009),  Truck Traffic: 20%,  Design Load: HS 20,  Features Intersected: INDIGOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.975,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $662,000 ( Estimate for 2021)

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Structure Number: 1052442,  Location: 5.8 MI E I84 INT 2 (Lat: 41.403469,  Lng: -74.511953),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 12,693 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 22,252 (year 2040),  Design Load: HS 20,  Features Intersected: INDIGOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.039,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $662,000 ( Estimate for 2021)

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Structure Number: 105245,  Location: 6.6 MI E I84 INT 2 (Lat: 41.406853,  Lng: -74.499811),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 1,405 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,967 (year 2035),  Design Load: HS 20,  Features Intersected: 84I 84I83011113 WB, RTE,  Facility Carried by Structure: MT. ORANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  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: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.0 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,441,000,  Roadway Improvement Cost: $2,015,000,  Total Project Cost: $5,456,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052461,  Location: 2 MI W JCT US 6 & I84 (Lat: 41.404339,  Lng: -74.471658),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 14,398 (year 2009),  Truck Traffic: 20%,  Design Load: HS 20,  Features Intersected: COUNTY ROAD 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.370,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,827,000,  Roadway Improvement Cost: $1,656,000,  Total Project Cost: $4,483,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052462,  Location: 2 MI W JCT US 6 & I84 (Lat: 41.403697,  Lng: -74.472661),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 12,693 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 21,494 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.418,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,138,000,  Roadway Improvement Cost: $1,838,000,  Total Project Cost: $4,976,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052471,  Location: 1 MILE W JCT US 6 & I-84 (Lat: 41.408106,  Lng: -74.455508),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 14,398 (year 2009),  Truck Traffic: 20%,  Design Load: HS 20,  Features Intersected: MIDDLETOWN & NJ RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.882,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 73.5 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,770,000,  Roadway Improvement Cost: $1,622,000,  Total Project Cost: $4,392,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052472,  Location: 1 MILE W JCT US 6 & I-84 (Lat: 41.407528,  Lng: -74.455656),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 12,693 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 21,494 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLETOWN & NJ RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.931,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,738,000,  Roadway Improvement Cost: $1,603,000,  Total Project Cost: $4,341,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105248,  Location: 9.5 MI E INT 2 I84 (Lat: 41.410033,  Lng: -74.441714),  Route carried "on" structure: US 6,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 8,257 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: 84I 84I83011144 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.790,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.71m (28.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,834,000,  Roadway Improvement Cost: $2,831,000,  Total Project Cost: $7,665,000 ( 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: 105249,  Location: JCT RTS 6+17M+I84 INT 3 (Lat: 41.415164,  Lng: -74.423492),  Route carried "on" structure: US 6,  Year Built: 1968,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 28,185 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,239 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 84I 84I83011154 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.155,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 69.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.49m (24.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $8,020,000,  Roadway Improvement Cost: $4,696,000,  Total Project Cost: $12,716,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052501,  Location: 1.1 MI EAST EXIT 3 OF I84 (Lat: 41.421550,  Lng: -74.404739),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 17,810 (year 2012),  Truck Traffic: 15%,  Design Load: HS 20,  Features Intersected: MC VEIGH ROAD, EX- ERIE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.452,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,048,000,  Roadway Improvement Cost: $1,785,000,  Total Project Cost: $4,832,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052502,  Location: 1.1 MI EAST EXIT 3 OF I84 (Lat: 41.421150,  Lng: -74.404006),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 16,006 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,103 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MC VEIGH ROAD, Ex- Erie
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.516,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.1 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: 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: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,132,000,  Roadway Improvement Cost: $1,834,000,  Total Project Cost: $4,966,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052511,  Location: 1.3 MI E OF EXIT 3 - I84 (Lat: 41.423319,  Lng: -74.400689),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 17,810 (year 2012),  Truck Traffic: 15%,  Design Load: HS 20,  Features Intersected: MONHAGEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.838,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,038,000,  Roadway Improvement Cost: $1,193,000,  Total Project Cost: $3,231,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052512,  Location: 1.3 MI E OF EXIT 3 - I84 (Lat: 41.422775,  Lng: -74.400244),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 16,006 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,103 (year 2040),  Design Load: HS 20,  Features Intersected: MONHAGEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.935,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,146,000,  Roadway Improvement Cost: $1,257,000,  Total Project Cost: $3,403,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105252,  Location: 2 MI EAST OF EXIT 3 - I84 (Lat: 41.429575,  Lng: -74.390325),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 463 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 648 (year 2040),  Design Load: HS 20,  Features Intersected: 84I 84I83011174 EB, RTE,  Facility Carried by Structure: MC MANUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,155,000,  Roadway Improvement Cost: $1,848,000,  Total Project Cost: $5,003,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226561,  Location: 4.5 MILES SE OF OTISVILLE (Lat: 41.412428,  Lng: -74.505178),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,405 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,967 (year 2035),  Features Intersected: TRIB INDIGOT CREEK,  Facility Carried by Structure: MT ORANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.5 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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $256,000 ( Estimate for 2021)

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Structure Number: 334476,  Location: 1.8 MI SE OF JOHNSON (Lat: 41.344183,  Lng: -74.487103),  Route carried "on" structure: Other road ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 406 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 568 (year 2040),  Design Load: H 20,  Features Intersected: RUTGERS CREEK,  Facility Carried by Structure: CARTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 21.4 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: 16.5 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $961,000,  Roadway Improvement Cost: $563,000,  Total Project Cost: $1,524,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334478,  Location: 1.4 MILES NW OF JOHNSON (Lat: 41.373636,  Lng: -74.527342),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 728 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,019 (year 2040),  Features Intersected: INDIGOT CREEK,  Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 88.1 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: $605,000,  Roadway Improvement Cost: $354,000,  Total Project Cost: $959,000 ( Estimate for 2021)

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Structure Number: 334532,  Location: .6 MI NE OF S CENTERVILLE (Lat: 41.392233,  Lng: -74.517181),  Route carried "on" structure: Other road ,  Year Built: 1932,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 353 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 494 (year 2040),  Features Intersected: INDIGOT CREEK,  Facility Carried by Structure: VETOSKY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  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: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.4 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: 42.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $441,000,  Total Project Cost: $1,194,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334533,  Location: 1.5 MI NW OF JOHNSON (Lat: 41.383733,  Lng: -74.523739),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 646 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 904 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: INDIGOT CREEK TRI,  Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $984,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334534,  Location: 2 MILES SE OF MIDDLETOWN (Lat: 41.422156,  Lng: -74.405797),  Route carried "on" structure: Other road ,  Year Built: 1933,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,134 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,988 (year 2035),  Features Intersected: MONHAGEN BROOK,  Facility Carried by Structure: MC VEIGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.0 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: 36.3 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,107,000,  Roadway Improvement Cost: $648,000,  Total Project Cost: $1,756,000 ( 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: 334535,  Location: 2.7MI SE OF MIDDLETOWN (Lat: 41.423256,  Lng: -74.380156),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,048 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,008 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MONHAGEN BROOK,  Facility Carried by Structure: GOLF LINKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 18.8m (61.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $740,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $1,173,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334536,  Location: 2.5 MI SE OF MIDDLETOWN (Lat: 41.425147,  Lng: -74.384406),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 463 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 648 (year 2040),  Features Intersected: MONHAGEN BROOK,  Facility Carried by Structure: MCMANUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 79.2 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $291,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334537,  Location: 1.9 MI S OF MIDDLETOWN (Lat: 41.422742,  Lng: -74.427625),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,344 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,482 (year 2040),  Features Intersected: MONHAGEN BROOK,  Facility Carried by Structure: DOLSONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.365,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 80.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $952,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334538,  Location: .7 MILE NE OF JOHNSON (Lat: 41.370317,  Lng: -74.492578),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,514 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,120 (year 2040),  Design Load: H 20,  Features Intersected: CATLIN CREEK,  Facility Carried by Structure: LIMEKILN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.381,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $617,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $978,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336016,  Location: 1.9 MI NE S. CENTERVILLE (Lat: 41.412569,  Lng: -74.510808),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,405 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,967 (year 2035),  Design Load: HS 20,  Features Intersected: INDIGOT CREEK,  Facility Carried by Structure: MT ORANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  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: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $820,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $1,300,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105243,  Location: 6.4 MI E I84 INT 2 (Lat: 41.400578,  Lng: -74.519017),  Route carried "under" structure: Interstate 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1971),  Features Intersected: 84I 84I83011101 WB, RTE,  Facility Carried by Structure: SO CENTERVILLE RD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 16.396,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 105245,  Location: 6.6 MI E I84 INT 2 (Lat: 41.406853,  Lng: -74.499811),  Route carried "under" structure: Interstate 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1971),  Features Intersected: 84I 84I83011113 WB, RTE,  Facility Carried by Structure: MT. ORANGE ROAD
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 18.327,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 1052461,  Location: 2 MI W JCT US 6 & I84 (Lat: 41.404339,  Lng: -74.471658),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 815 (year 2019),  Truck Traffic: 5%,  Features Intersected: COUNTY ROAD 49,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.220,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1052462,  Location: 2 MI W JCT US 6 & I84 (Lat: 41.403697,  Lng: -74.472661),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 815 (year 2019),  Truck Traffic: 5%,  Features Intersected: COUNTY ROAD 49,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 105248,  Location: 9.5 MI E INT 2 I84 (Lat: 41.410033,  Lng: -74.441714),  Route carried "under" structure: Interstate 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1971),  Features Intersected: 84I 84I83011144 EB, RTE,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 23.170,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 105249,  Location: JCT RTS 6+17M+I84 INT 3 (Lat: 41.415164,  Lng: -74.423492),  Route carried "under" structure: Interstate 84,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,300 (year 1971),  Features Intersected: 84I 84I83011154 EB, RTE,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 24.779,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1052501,  Location: 1.1 MI EAST EXIT 3 OF I84 (Lat: 41.421550,  Lng: -74.404739),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,067 (year 2015),  Truck Traffic: 2%,  Features Intersected: MC VEIGH ROAD, EX- ERIE,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1052502,  Location: 1.1 MI EAST EXIT 3 OF I84 (Lat: 41.421150,  Lng: -74.404006),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,067 (year 2015),  Truck Traffic: 2%,  Features Intersected: MC VEIGH ROAD, Ex- Erie,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 105252,  Location: 2 MI EAST OF EXIT 3 - I84 (Lat: 41.429575,  Lng: -74.390325),  Route carried "under" structure: Interstate 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 1971),  Features Intersected: 84I 84I83011174 EB, RTE,  Facility Carried by Structure: MC MANUS ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 28.077,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)