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

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Structure Number: 104534,  Location: 1 MI S JCT SH 303 & PIP (Lat: 41.021556,  Lng: -73.942469),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 15,480 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,552 (year 2040),  Features Intersected: WASHINGTN ST-CR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $1,231,000,  Total Project Cost: $3,333,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104535,  Location: 0.4 MI S JCT SH 303 & PIP (Lat: 41.029808,  Lng: -73.944153),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,480 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,552 (year 2040),  Design Load: H 20,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 18.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.3 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $846,000,  Roadway Improvement Cost: $495,000,  Total Project Cost: $1,341,000 ( Estimate for 2021)

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Structure Number: 104536,  Location: JCT RTE 303+PIP (Lat: 41.035919,  Lng: -73.946003),  Route carried "on" structure: State highway 303,  Year Built: 1958,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,194 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,256 (year 2040),  Design Load: H 20,  Features Intersected: 987C 987C85011025 WB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,533,000,  Roadway Improvement Cost: $3,240,000,  Total Project Cost: $8,774,000 ( Estimate for 2021)

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Structure Number: 104537,  Location: 0.7 MI N JCT RTE 303+PIP (Lat: 41.045764,  Lng: -73.945264),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,236 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,312 (year 2040),  Design Load: HS 20,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  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: 15.9m (52.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 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: 42.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $455,000,  Total Project Cost: $1,232,000 ( Estimate for 2021)

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Structure Number: 104538,  Location: 1.1 MI N JCT RTE 303+PIP (Lat: 41.051119,  Lng: -73.945878),  Route carried "on" structure: State highway 303,  Year Built: 1932,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 17,808 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,891 (year 2040),  Design Load: HS 20,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.958,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $865,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104618,  Location: JCT RTS 340+PIP (Lat: 41.017750,  Lng: -73.928844),  Route carried "on" structure: State highway 340,  Year Built: 1954,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 3,229 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,922 (year 2040),  Design Load: H 20,  Features Intersected: 987C 987C85011010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,236,000,  Roadway Improvement Cost: $1,309,000,  Total Project Cost: $3,545,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068529,  Location: 0.8 MI S JCT PIP+RTE 340 (Lat: 41.007456,  Lng: -73.921481),  Route carried "on" structure: Other road 987C,  Year Built: 1954,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 39,092 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,147 (year 2040),  Design Load: H 20,  Features Intersected: CR 33-CLOSTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,766,000,  Roadway Improvement Cost: $1,620,000,  Total Project Cost: $4,385,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106853,  Location: .5 MI S JCT PIP & SH 340 (Lat: 41.012122,  Lng: -73.923747),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,083 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,745 (year 2040),  Design Load: H 20,  Features Intersected: 987C 987C85011005 SB, RT,  Facility Carried by Structure: OAK TREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,597,000,  Roadway Improvement Cost: $2,106,000,  Total Project Cost: $5,703,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1068549,  Location: .2 MI NW JCT PIP & SH 340 (Lat: 41.020117,  Lng: -73.931789),  Route carried "on" structure: Other road 987C,  Year Built: 1954,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 39,092 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,147 (year 2040),  Design Load: H 20,  Features Intersected: LOWER SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: 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: 97.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $585,000,  Total Project Cost: $1,585,000 ( Estimate for 2021)

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Structure Number: 1068559,  Location: .4 MI N JCT PIP & SH 340 (Lat: 41.021722,  Lng: -73.933925),  Route carried "on" structure: Other road 987C,  Year Built: 1954,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 39,092 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,147 (year 2040),  Features Intersected: RECREATION TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.220,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,242,000,  Roadway Improvement Cost: $4,241,000,  Total Project Cost: $11,483,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106856,  Location: 0.5 MI N JCT PIP+RTE 340 (Lat: 41.023256,  Lng: -73.935392),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 4,852 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,894 (year 2040),  Features Intersected: 987CX NB, RTE 987C,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,932,000,  Roadway Improvement Cost: $2,303,000,  Total Project Cost: $6,234,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106857,  Location: 1.1 MI N JCT PIP+RTE 340 (Lat: 41.030567,  Lng: -73.940392),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,128 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,107 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,237,000,  Roadway Improvement Cost: $1,310,000,  Total Project Cost: $3,547,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106858,  Location: 1.1 MI N JCT PIP+RTE 340 (Lat: 41.030472,  Lng: -73.939706),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,128 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,107 (year 2040),  Features Intersected: RTE 987C,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,237,000,  Roadway Improvement Cost: $1,310,000,  Total Project Cost: $3,547,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068591,  Location: 1.2 MI N JCT PIP+RTE 340 (Lat: 41.032089,  Lng: -73.941511),  Route carried "on" structure: Other road 987C,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19,546 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,573 (year 2040),  Design Load: H 20,  Features Intersected: UPPER SPARKILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.556,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 78.1 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: 60.3 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $644,000 ( Estimate for 2021)

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Structure Number: 1068592,  Location: 1.2 MI N JCT PIP+RTE 340 (Lat: 41.032253,  Lng: -73.941044),  Route carried "on" structure: Other road 987C,  Year Built: 1954,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19,546 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,573 (year 2040),  Design Load: H 20,  Features Intersected: UPPER SPARKILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.556,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $644,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068609,  Location: 0.2 MI N JCT PIP+RTE 303 (Lat: 41.037908,  Lng: -73.949656),  Route carried "on" structure: Other road 987C,  Year Built: 2001,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 43,640 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 61,562 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.505,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 81.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $9,397,000,  Roadway Improvement Cost: $5,503,000,  Total Project Cost: $14,900,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068619,  Location: .3 MI N JCT PIP & SH 303 (Lat: 41.038522,  Lng: -73.950792),  Route carried "on" structure: Other road 987C,  Year Built: 1956,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 43,640 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 61,562 (year 2040),  Design Load: H 20,  Features Intersected: WESTERN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.634,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,730,000,  Roadway Improvement Cost: $2,185,000,  Total Project Cost: $5,915,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 1068629,  Location: 1.0 MI N JCT PIP+RTE 303 (Lat: 41.045469,  Lng: -73.958539),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 19,392 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,557 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.889,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $10,687,000,  Roadway Improvement Cost: $6,258,000,  Total Project Cost: $16,945,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068639,  Location: 1.7 MI N JCT PIP+RTE 303 (Lat: 41.054669,  Lng: -73.964764),  Route carried "on" structure: Other road 987C,  Year Built: 1956,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 47,556 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,087 (year 2040),  Design Load: H 20,  Features Intersected: CONVENT ROAD COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.806,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,987,000,  Roadway Improvement Cost: $2,335,000,  Total Project Cost: $6,322,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 106864,  Location: 2.1 MI N JCT PIP & SH 303 (Lat: 41.058858,  Lng: -73.970758),  Route carried "on" structure: Other road ,  Year Built: 1956,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,060 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,786 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: VAN WYCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,166,000,  Roadway Improvement Cost: $1,268,000,  Total Project Cost: $3,434,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068651,  Location: 2.8 MI N JCT PIP+RTE 303 (Lat: 41.065947,  Lng: -73.978506),  Route carried "on" structure: Other road 987C,  Year Built: 1956,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 23,778 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,543 (year 2040),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,738,000,  Roadway Improvement Cost: $1,018,000,  Total Project Cost: $2,755,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1068652,  Location: 2.8 MI N JCT PIP+RTE 303 (Lat: 41.065714,  Lng: -73.978908),  Route carried "on" structure: Other road 987C,  Year Built: 1956,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 23,778 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,543 (year 2040),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,738,000,  Roadway Improvement Cost: $1,018,000,  Total Project Cost: $2,755,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106866,  Location: 3.1 MI N JCT PIP & SH 303 (Lat: 41.069586,  Lng: -73.980336),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,433 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,955 (year 2040),  Design Load: HS 20,  Features Intersected: 987C 987C85011056 NB,,  Facility Carried by Structure: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,122,000,  Roadway Improvement Cost: $1,829,000,  Total Project Cost: $4,951,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1068679,  Location: 3.2 MI N JCT PIP & SH 303 (Lat: 41.078683,  Lng: -73.984956),  Route carried "on" structure: Other road 987C,  Year Built: 1956,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 47,556 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,087 (year 2040),  Design Load: HS 20,  Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.056,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,759,000,  Roadway Improvement Cost: $1,616,000,  Total Project Cost: $4,375,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 106897,  Location: IN ORANGEBURG (Lat: 41.059250,  Lng: -73.970733),  Route carried "on" structure: Other road ,  Year Built: 1956,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,060 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,786 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: VAN WYCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,226,000,  Roadway Improvement Cost: $1,303,000,  Total Project Cost: $3,529,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068989,  Location: 1.0 MI N JCT PIP+RTE 303 (Lat: 41.045614,  Lng: -73.958242),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 19,392 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,557 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.889,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $13,873,000,  Roadway Improvement Cost: $8,124,000,  Total Project Cost: $21,997,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106899,  Location: JCT PIP+RTE 340 (Lat: 41.018147,  Lng: -73.928808),  Route carried "on" structure: State highway 340,  Year Built: 1954,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 3,229 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,922 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,236,000,  Roadway Improvement Cost: $1,309,000,  Total Project Cost: $3,545,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091171,  Location: 2.4 MI S JCT RTS 304+59 (Lat: 41.068164,  Lng: -74.025825),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 7,072 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,976 (year 2040),  Features Intersected: W CROOKED HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.1 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: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,125,000,  Roadway Improvement Cost: $1,244,000,  Total Project Cost: $3,369,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1091172,  Location: 2.4 MI S JCT RTS 304+59 (Lat: 41.068186,  Lng: -74.025617),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 7,072 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,976 (year 2040),  Features Intersected: W CROOKED HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 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: 58.3 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,108,000,  Roadway Improvement Cost: $1,234,000,  Total Project Cost: $3,342,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1091181,  Location: 2.3 MI S JCT SH304 & SH59 (Lat: 41.069331,  Lng: -74.024817),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 7,072 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,976 (year 2040),  Features Intersected: RAILROAD AVENUE, MNRR PV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,237,000,  Roadway Improvement Cost: $1,896,000,  Total Project Cost: $5,133,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1091182,  Location: 2.3 MI S JCT SH304 & SH59 (Lat: 41.069167,  Lng: -74.024778),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 7,072 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,976 (year 2040),  Features Intersected: RAILROAD AVENUE, MNRR PV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,100,000,  Roadway Improvement Cost: $1,815,000,  Total Project Cost: $4,915,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1091191,  Location: 1.8 MI S JCT RTS 304+59 (Lat: 41.071139,  Lng: -74.015742),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,072 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,976 (year 2040),  Design Load: HS 20,  Features Intersected: BANTING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.719,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,089,000,  Roadway Improvement Cost: $1,223,000,  Total Project Cost: $3,312,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091192,  Location: 1.8 MI S JCT RTS 304+59 (Lat: 41.070967,  Lng: -74.015728),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,072 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,976 (year 2040),  Design Load: HS 20,  Features Intersected: BANTING WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.719,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,089,000,  Roadway Improvement Cost: $1,223,000,  Total Project Cost: $3,312,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10912,  Location: 1.6 MI S JCT SH59 & SH304 (Lat: 41.072339,  Lng: -74.013156),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 10,543 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,807 (year 2040),  Features Intersected: 304 304 85012019 WB, RT,  Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,654,000,  Roadway Improvement Cost: $3,897,000,  Total Project Cost: $10,551,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1091211,  Location: 1.0 MI S JCT RTS 304+59 (Lat: 41.078897,  Lng: -74.006347),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,057 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,186 (year 2040),  Features Intersected: TOWN LINE RD CR42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  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: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.8 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: 57.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,966,000,  Roadway Improvement Cost: $1,152,000,  Total Project Cost: $3,118,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1091212,  Location: 1.0 MI S JCT RTS 304+59 (Lat: 41.078914,  Lng: -74.006144),  Route carried "on" structure: State highway 304,  Year Built: 1968,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 10,057 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,186 (year 2040),  Features Intersected: TOWN LINE RD CR42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  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: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.8 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: 57.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,966,000,  Roadway Improvement Cost: $1,152,000,  Total Project Cost: $3,118,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 109155,  Location: 1.5 MI S JCT SH303 &SH340 (Lat: 41.029125,  Lng: -73.925525),  Route carried "on" structure: State highway 340,  Year Built: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,808 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,625 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPARKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $740,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,174,000 ( Estimate for 2021)