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

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Structure Number: 100307,  Location: 1.4MI E JCT RTS 6&209&97 (Lat: 41.356686,  Lng: -74.681419),  Route carried "on" structure: US 6,  Year Built: 1993,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 18,672 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,294 (year 2027),  Design Load: HS 20,  Features Intersected: CLOVE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  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: 14.6m (47.9ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,185,000,  Roadway Improvement Cost: $705,000,  Total Project Cost: $1,890,000 ( 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: 102496,  Location: .7 MI N JCT SH 42 & SH 97 (Lat: 41.411847,  Lng: -74.729789),  Route carried "on" structure: State highway 42,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 2,857 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,722 (year 2027),  Design Load: H 20,  Features Intersected: SHINGLE KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.476,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $279,000,  Total Project Cost: $748,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102497,  Location: 5.1 MI N JCT RTS 42+97 (Lat: 41.467575,  Lng: -74.729317),  Route carried "on" structure: State highway 42,  Year Built: 1961,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 2,857 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,704 (year 2027),  Design Load: H 20,  Features Intersected: BUSH KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.732,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 73.7 metric tons,  Inventory Rating: 32.6 metric tons,  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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $601,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032441,  Location: .6 MI E JCT I84 & DEL RVR (Lat: 41.354514,  Lng: -74.683917),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,503 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,836 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 15, CLOVE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.866,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,008,000,  Roadway Improvement Cost: $1,195,000,  Total Project Cost: $3,203,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1032442,  Location: .6 MI E JCT I84 & DEL RVR (Lat: 41.354514,  Lng: -74.683917),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 14,503 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,836 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 15, CLOVE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.866,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,008,000,  Roadway Improvement Cost: $1,195,000,  Total Project Cost: $3,203,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103533,  Location: 0.6 MI W JCT RTS 97+42 (Lat: 41.407650,  Lng: -74.734267),  Route carried "on" structure: State highway 97,  Year Built: 1934,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,146 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,708 (year 2027),  Design Load: H 20,  Features Intersected: SHINGLE KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.676,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $408,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103534,  Location: JCT SH 97 & MONGAUP RIVER (Lat: 41.426867,  Lng: -74.755814),  Route carried "on" structure: State highway 97,  Year Built: 1934,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 5,146 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,708 (year 2027),  Design Load: H 20,  Features Intersected: MONGAUP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.397,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.82m (22.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $408,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104066,  Location: IN DEERPARK (Lat: 41.455717,  Lng: -74.600464),  Route carried "on" structure: US 209,  Year Built: 1928,  Year Reconstructed: 1975,  Status: Posted for load-capacity,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 5,037 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,507 (year 2022),  Design Load: H 20,  Features Intersected: NEVERSINK RIVER
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 11.472,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.55m (21.49ft),  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: $1,637,000,  Roadway Improvement Cost: $980,000,  Total Project Cost: $2,617,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10409,  Location: 0.4 MI E JCT RTS 211&209 (Lat: 41.462703,  Lng: -74.587131),  Route carried "on" structure: State highway 211,  Year Built: 1978,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 2,687 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,503 (year 2025),  Design Load: HS 20,  Features Intersected: BASHER KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.689,  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: 37.7m (123.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than 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: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,637,000,  Roadway Improvement Cost: $980,000,  Total Project Cost: $2,617,000 ( 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: 104091,  Location: 2 MI E JCT US209 & SH211 (Lat: 41.474942,  Lng: -74.564500),  Route carried "on" structure: State highway 211,  Year Built: 1978,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 2,687 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,503 (year 2025),  Design Load: HS 20,  Features Intersected: MNRR PJ LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.263,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.7 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,911,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $3,048,000 ( 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: 1052401,  Location: IN PORT JERVIS (Lat: 41.357289,  Lng: -74.693786),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 38.10m (125.00ft),  Average Daily Traffic: 12,896 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 20,306 (year 2019),  Design Load: HS 20,  Features Intersected: DELAWARE RIVER, NEVERSIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.3 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: Better than 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: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Underwater Inspection Date: June 2003,  Bridge Improvement Cost: $8,405,000,  Roadway Improvement Cost: $4,879,000,  Total Project Cost: $13,284,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052402,  Location: IN PORT JERVIS (Lat: 41.357139,  Lng: -74.693908),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 38.10m (125.00ft),  Average Daily Traffic: 12,896 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 20,306 (year 2019),  Design Load: HS 20,  Features Intersected: DELAWARE RIVER, NEVERSIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.900,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.3 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 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: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2003,  Bridge Improvement Cost: $8,405,000,  Roadway Improvement Cost: $4,879,000,  Total Project Cost: $13,284,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052411,  Location: 0.3 MI E JCT I84+DELAW R (Lat: 41.356233,  Lng: -74.690722),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 14,503 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,836 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $8,405,000,  Roadway Improvement Cost: $4,879,000,  Total Project Cost: $13,284,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052412,  Location: 0.3 MI E JCT I84+DELAW R (Lat: 41.356233,  Lng: -74.690722),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 14,503 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 22,836 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $954,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $1,522,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091249,  Location: JCT I84 INT 1 RAMPS+RTE23 (Lat: 41.354331,  Lng: -74.682961),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1966,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 21,399 (year 1989),  Truck Traffic: 27%,  Average Future Daily Traffic: 37,624 (year 2009),  Design Load: HS 20+Mod,  Features Intersected: CLOVE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 322.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 76.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $798,000,  Roadway Improvement Cost: $475,000,  Total Project Cost: $1,273,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222318,  Location: .7 MILE S OF PORT JERVIS (Lat: 41.352589,  Lng: -74.684511),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 750 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 998 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CLOVE BROOK,  Facility Carried by Structure: NEW GREENVLLE TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 76.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $451,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22656,  Location: 8.0 MI NW OF PORT JERVIS (Lat: 41.479533,  Lng: -74.755558),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 52 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 69 (year 2018),  Features Intersected: RIO DAM SPILLWAY,  Facility Carried by Structure: RIO DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Private,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.68m (28.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,727,000,  Roadway Improvement Cost: $1,099,000,  Total Project Cost: $2,826,000 ( Estimate for 2007)

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Structure Number: 334445,  Location: 2 MI NORTH OF OTISVILLE (Lat: 41.499317,  Lng: -74.553950),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 1,087 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,087 (year 2018),  Design Load: HS 25,  Features Intersected: BASHER KILL,  Facility Carried by Structure: OTISVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $615,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334446,  Location: 3.0 MI W OF OTISVILLE (Lat: 41.465261,  Lng: -74.594442),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,025 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,025 (year 2018),  Features Intersected: DEL.-HUDSON CANAL,  Facility Carried by Structure: OAKLAND VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $317,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334448,  Location: 3.5 MI NW CUDDEBACKVILLE (Lat: 41.496686,  Lng: -74.645656),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 45 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 60 (year 2018),  Design Load: HS 25,  Features Intersected: NEVERSINK RIVER,  Facility Carried by Structure: PARADISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $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: 334449,  Location: 1 MI S JCT US 209 & SH211 (Lat: 41.453928,  Lng: -74.589197),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 266 ,  Design Load: HS 25,  Features Intersected: BASHER KILL,  Facility Carried by Structure: GALLEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $372,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33445,  Location: 1.6 MI NW OTISVILLE (Lat: 41.483008,  Lng: -74.570819),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 35 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 47 (year 2018),  Design Load: HS 20,  Features Intersected: BASHER KILL,  Facility Carried by Structure: PORT ORANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $372,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334451,  Location: 3.2 MI NE OF SPARROW BUSH (Lat: 41.447764,  Lng: -74.709597),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 514 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 746 (year 2018),  Design Load: HS 25,  Features Intersected: SHINGLE KILL,  Facility Carried by Structure: PEENPACK ROAD
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Structural Evaluation: High priority of corrective action,  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: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $295,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334452,  Location: 2.2 MI NE OF SPARROW BUSH (Lat: 41.433483,  Lng: -74.715072),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 304 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 404 (year 2018),  Features Intersected: SHINGLE KILL,  Facility Carried by Structure: OLD CAHOONZIE RD
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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 80.4 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $295,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334454,  Location: 0.8 MI S OF HUGUENOT (Lat: 41.406744,  Lng: -74.634011),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 12.64m (41.47ft),  Average Daily Traffic: 1,422 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,891 (year 2018),  Design Load: HS 20,  Features Intersected: NEVERSINK RIVER,  Facility Carried by Structure: NEVERSINK DRIVE
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: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.64m (41.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $295,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334455,  Location: 2.0 MI E PORT JERVIS (Lat: 41.382594,  Lng: -74.648019),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,515 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,015 (year 2018),  Design Load: HS 20,  Features Intersected: CLARKS POND OUTLT,  Facility Carried by Structure: NEVERSINK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $295,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336483,  Location: 3.9 MI SW OTISVILLE (Lat: 41.440956,  Lng: -74.601717),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 146 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 194 (year 2018),  Features Intersected: NEVERSINK RIVER,  Facility Carried by Structure: GUYMARD TURNPIKE
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,849,000,  Roadway Improvement Cost: $1,100,000,  Total Project Cost: $2,949,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032441,  Location: .6 MI E JCT I84 & DEL RVR (Lat: 41.354514,  Lng: -74.683917),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 18,746 (year 2006),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 15, CLOVE BR,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1032442,  Location: .6 MI E JCT I84 & DEL RVR (Lat: 41.354514,  Lng: -74.683917),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 18,746 (year 2006),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 15, CLOVE BR,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1052411,  Location: 0.3 MI E JCT I84+DELAW R (Lat: 41.356233,  Lng: -74.690722),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,627 (year 2006),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1052412,  Location: 0.3 MI E JCT I84+DELAW R (Lat: 41.356233,  Lng: -74.690722),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,627 (year 2006),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 16,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)