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

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Structure Number: 102685,  Location: 1.5 MI E JCT RTS 52+82 (Lat: 41.538428,  Lng: -73.842408),  Route carried "on" structure: State highway 52,  Year Built: 1935,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 12,733 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,590 (year 2026),  Design Load: H 20,  Features Intersected: WICOPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.463,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: $805,000,  Roadway Improvement Cost: $479,000,  Total Project Cost: $1,284,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102686,  Location: .1 MI E JCT SH 52 & SH376 (Lat: 41.553528,  Lng: -73.793778),  Route carried "on" structure: State highway 52,  Year Built: 1935,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 16,196 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,073 (year 2026),  Design Load: H 20,  Features Intersected: GAYHEAD POND INLT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.499,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.4 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $313,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1026879,  Location: JCT TSP & RTE 52 (Lat: 41.557747,  Lng: -73.780497),  Route carried "on" structure: Other road 987G,  Year Built: 1937,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,242 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,706 (year 2022),  Design Load: H 20,  Features Intersected: RTE 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.041,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Inventory Rating: 23.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $472,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $753,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10323,  Location: .3 MI N JCT SH 82 & SH376 (Lat: 41.583306,  Lng: -73.804022),  Route carried "on" structure: State highway 82,  Year Built: 1936,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 18,736 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,411 (year 2025),  Design Load: H 20,  Features Intersected: MNRR BE LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,163,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032319,  Location: JCT TSP & RTE 82 (Lat: 41.625367,  Lng: -73.774292),  Route carried "on" structure: Other road 987G,  Year Built: 1938,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 26,688 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,743 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.602,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $428,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $683,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103253,  Location: 2.4 MI E JCT I84 & US 9 (Lat: 41.530714,  Lng: -73.845531),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 20,800 (year 1977),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,664 (year 1997),  Design Load: H 20,  Features Intersected: RTE I84,  Facility Carried by Structure: FISHKILL HOOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.63m (31.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $652,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $1,040,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1032541,  Location: 2.8 MI E JCT RTS I84+9 (Lat: 41.531950,  Lng: -73.838783),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 49,248 (year 2005),  Truck Traffic: 18%,  Average Future Daily Traffic: 77,546 (year 2025),  Design Load: HS 20,  Features Intersected: WICCOPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.943,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.0 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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032542,  Location: 2.8 MI E JCT RTS I84+9 (Lat: 41.531950,  Lng: -73.838783),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 24,543 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 38,645 (year 2019),  Design Load: HS 20,  Features Intersected: WICCOPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.943,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103255,  Location: 4.1 MI E JCT RTS I84+9 (Lat: 41.529906,  Lng: -73.812125),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 3,000 (year 1980),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,351 (year 2000),  Design Load: HS 20+Mod,  Features Intersected: RTE I84,  Facility Carried by Structure: LIMEKILN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 82.6 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: 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: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $3,613,000,  Roadway Improvement Cost: $2,097,000,  Total Project Cost: $5,710,000 ( 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: 103256,  Location: 5.0 MI E JCT RTS I84+9 (Lat: 41.532756,  Lng: -73.795389),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 500 (year 1980),  Truck Traffic: 8%,  Average Future Daily Traffic: 665 (year 2000),  Design Load: H 20,  Features Intersected: RTE I84,  Facility Carried by Structure: SHENANDOAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 8.59m (28.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,613,000,  Roadway Improvement Cost: $2,097,000,  Total Project Cost: $5,710,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1032571,  Location: INT RTS I84(WB)& TSP (Lat: 41.539247,  Lng: -73.771547),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 25,688 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,448 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.450,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.57m (34.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,613,000,  Roadway Improvement Cost: $2,097,000,  Total Project Cost: $5,710,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1032572,  Location: INT RTS I84(EB) & TSP (Lat: 41.538750,  Lng: -73.771422),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 25,688 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,448 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.449,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.91m (35.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,613,000,  Roadway Improvement Cost: $2,097,000,  Total Project Cost: $5,710,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104697,  Location: 0.1 MI N JCT RTS 376+52 (Lat: 41.554858,  Lng: -73.795961),  Route carried "on" structure: State highway ,  Year Built: 1935,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,945 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,957 (year 2022),  Design Load: H 20,  Features Intersected: GAYHEAD POND STRM,  Facility Carried by Structure: Ramp State highway 6 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.318,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.8 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: 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $549,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104698,  Location: 1.5 MI N JCT RTS 376+52 (Lat: 41.571497,  Lng: -73.806806),  Route carried "on" structure: State highway 376,  Year Built: 1947,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 11,571 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,783 (year 2025),  Design Load: HS 20,  Features Intersected: FISHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $549,000 ( 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: 104699,  Location: .3 MI N JCT SH 376 & SH82 (Lat: 41.584283,  Lng: -73.809042),  Route carried "on" structure: State highway 376,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,389 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,267 (year 2027),  Design Load: HS 25,  Features Intersected: WHORTLE KLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $279,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1047,  Location: 3.1 MI N JCT RTS 376+82 (Lat: 41.607192,  Lng: -73.842247),  Route carried "on" structure: State highway 376,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 12,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,840 (year 2025),  Design Load: HS 20,  Features Intersected: SPROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.981,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $279,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1052351,  Location: .9 MI E JCT I84 & TSP (Lat: 41.543311,  Lng: -73.754692),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 22,005 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,649 (year 2018),  Design Load: HS 20,  Features Intersected: HOSNER MTN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.865,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052352,  Location: .9 MI E JCT I84 & TSP (Lat: 41.543311,  Lng: -73.754692),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 22,005 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,649 (year 2018),  Design Load: HS 20,  Features Intersected: HOSNER MTN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.861,  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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052361,  Location: 2.1 MILES E JCT I84 & TSP (Lat: 41.548344,  Lng: -73.732200),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 22,005 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,649 (year 2018),  Design Load: HS 20,  Features Intersected: 52 52 82042154
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.995,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.78m (32.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1052362,  Location: 2.1 MILES E JCT I84 & TSP (Lat: 41.548344,  Lng: -73.732200),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 22,005 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,649 (year 2018),  Design Load: HS 20,  Features Intersected: 52 52 82042154
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.998,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105237,  Location: 3.1 MI E JCT I84 & TSP (Lat: 41.543792,  Lng: -73.714089),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 627 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 834 (year 2018),  Design Load: HS 20,  Features Intersected: RTE I84,  Facility Carried by Structure: STORMVILLE MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105239,  Location: 5.4 MI E JCT I84+TSP (Lat: 41.520367,  Lng: -73.690356),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 1,672 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,425 (year 2018),  Design Load: HS 20,  Features Intersected: RTE I84,  Facility Carried by Structure: HOLMES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.17m (30.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $788,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107846,  Location: 0.4 Mi NW JCT I-84 & TSP (Lat: 41.544775,  Lng: -73.774775),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 400 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2022),  Design Load: HS 25,  Features Intersected: 987G 987G82031036,  Facility Carried by Structure: HOSNER MTN. RD.
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $287,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107847,  Location: 0.4 Mi NW of I84 & TSP (Lat: 41.544636,  Lng: -73.775250),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 2.40m (7.87ft),  Truck Traffic: 5%,  Design Load: HS 25,  Features Intersected: 987G 987G82031036,  Facility Carried by Structure: HOSNER MTN. ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $287,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109135,  Location: NW QUAD RAMPS I84+TSP INT (Lat: 41.540469,  Lng: -73.773533),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50,800 (year 1989),  Truck Traffic: 18%,  Average Future Daily Traffic: 79,990 (year 2009),  Design Load: HS 20,  Features Intersected: STERN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 3.9m (12.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $549,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226278,  Location: 0.8 MI SE OF HOPEWELL JCT (Lat: 41.581700,  Lng: -73.794286),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 577 (year 1996),  Truck Traffic: 8%,  Average Future Daily Traffic: 767 (year 2016),  Features Intersected: FISH KILL CREEK,  Facility Carried by Structure: CAROL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $397,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $633,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226871,  Location: 1.1 MI S JCT I84 & HOOK (Lat: 41.505089,  Lng: -73.791253),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 266 ,  Features Intersected: WICCOPEE CREEK,  Facility Carried by Structure: WARREN FARM ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $353,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334308,  Location: 2.3 MI NE OF HOPEWELL JCT (Lat: 41.595636,  Lng: -73.762831),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 6,373 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,243 (year 2018),  Design Load: HS 20,  Features Intersected: SYLVAN LAKE OUTLT,  Facility Carried by Structure: BEEKMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $423,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334309,  Location: 1.2 MI NE OF HOPEWELL JCT (Lat: 41.588325,  Lng: -73.787578),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,800 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,394 (year 2020),  Design Load: HS 20,  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: CARPENTR RD CR 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.0 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: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $423,000 ( 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: 33431,  Location: 2.2 MI NE OF HOPEWELL JCT (Lat: 41.588325,  Lng: -73.767997),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 407 (year 1996),  Truck Traffic: 8%,  Average Future Daily Traffic: 541 (year 2016),  Design Load: H 10,  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: STORMVILLE 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: 13.7m (44.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $282,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334311,  Location: 3.6 ME SE OF POUGHQUAG (Lat: 41.585733,  Lng: -73.745792),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 1,877 (year 1996),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,496 (year 2016),  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: PHILIPS ROAD
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: 11.8m (38.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $282,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334312,  Location: 1.1 MI SW OF HOPEWEL JCT (Lat: 41.570111,  Lng: -73.821619),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 10,070 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,606 (year 2018),  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: COUNTY ROAD 31
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $766,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336744,  Location: 4.1MI N JCT T.S.PWY & 84I (Lat: 41.595097,  Lng: -73.762914),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 6,749 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,789 (year 2018),  Design Load: HS 20,  Features Intersected: RTE 987G,  Facility Carried by Structure: CR 9BEEKMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.2 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: Equal to present desirable 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: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $2,085,000,  Roadway Improvement Cost: $1,210,000,  Total Project Cost: $3,295,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 337016,  Location: .5 MILE NW JCT I84 & TSP (Lat: 41.543167,  Lng: -73.778386),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 1.19m (3.90ft),  Truck Traffic: 8%,  Design Load: HS 25,  Features Intersected: SHENANDOAH CREEK,  Facility Carried by Structure: SOMERSET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $461,000 ( Estimate for 2007),  Deck Structure Type: Other

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Structure Number: 370206,  Location: 2.0 MI SE OF HOPEWELL JCT (Lat: 41.568342,  Lng: -73.776436),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 828 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,101 (year 2018),  Design Load: HS 25,  Features Intersected: MNRR BE LINE,  Facility Carried by Structure: CARPENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $753,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,201,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5502349,  Location: 1.7 MI SE OF HOPEWELL JCT (Lat: 41.569989,  Lng: -73.780436),  Route carried "on" structure: Other road 987G,  Year Built: 1937,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 26,688 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,743 (year 2027),  Design Load: HS 20,  Features Intersected: MNRR BE LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.436,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.22m (7.28ft),  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: $979,000,  Roadway Improvement Cost: $582,000,  Total Project Cost: $1,561,000 ( 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: 5502359,  Location: 2.3 MI NE OF HOPEWEL JCT (Lat: 41.589022,  Lng: -73.765775),  Route carried "on" structure: Other road 987G,  Year Built: 1936,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 26,688 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,743 (year 2027),  Design Load: H 20,  Features Intersected: FISHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.506,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Inventory Rating: 22.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $487,000,  Total Project Cost: $1,305,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552353,  Location: 4MI N JCT TSP & 84I (Lat: 41.595097,  Lng: -73.764569),  Route carried "on" structure: Ramp Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,986 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,566 (year 2018),  Design Load: HS 20,  Features Intersected: Sylvan Lake Outle,  Facility Carried by Structure: FromTSP(BeekmanRd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $463,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552465,  Location: 1.8 MI SOUTH JCT I84 &TSP (Lat: 41.512356,  Lng: -73.787589),  Route carried "on" structure: Other road 987G,  Year Built: 1999,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 26,959 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,076 (year 2027),  Design Load: HS 25,  Features Intersected: MILLER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.788,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $776,000,  Roadway Improvement Cost: $462,000,  Total Project Cost: $1,238,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1026879,  Location: JCT TSP & RTE 52 (Lat: 41.557747,  Lng: -73.780497),  Route carried "under" structure: State highway 52,  Year Built: 1937,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 16,196 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 52,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 18.584,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1032319,  Location: JCT TSP & RTE 82 (Lat: 41.625367,  Lng: -73.774292),  Route carried "under" structure: State highway 82,  Year Built: 1938,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 7,090 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 82,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 12.631,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.0m (32.8ft)

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Structure Number: 103253,  Location: 2.4 MI E JCT I84 & US 9 (Lat: 41.530714,  Lng: -73.845531),  Route carried "under" structure: Interstate 84,  Year Built: 1963,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 19,000 (year 1972),  Truck Traffic: 18%,  Features Intersected: RTE I84,  Facility Carried by Structure: FISHKILL HOOK RD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 11.939,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 103255,  Location: 4.1 MI E JCT RTS I84+9 (Lat: 41.529906,  Lng: -73.812125),  Route carried "under" structure: Interstate 84,  Year Built: 1963,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 15,900 (year 1972),  Truck Traffic: 18%,  Features Intersected: RTE I84,  Facility Carried by Structure: LIMEKILN RD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 14.835,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 103256,  Location: 5.0 MI E JCT RTS I84+9 (Lat: 41.532756,  Lng: -73.795389),  Route carried "under" structure: Interstate 84,  Year Built: 1963,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 51,376 (year 2007),  Truck Traffic: 18%,  Features Intersected: RTE I84,  Facility Carried by Structure: SHENANDOAH ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.299,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 1032571,  Location: INT RTS I84(WB)& TSP (Lat: 41.539247,  Lng: -73.771547),  Route carried "under" structure: Other road 987G,  Year Built: 1963,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 4.747,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1032572,  Location: INT RTS I84(EB) & TSP (Lat: 41.538750,  Lng: -73.771422),  Route carried "under" structure: Other road 987G,  Year Built: 1963,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 26,959 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 4.682,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1052361,  Location: 2.1 MILES E JCT I84 & TSP (Lat: 41.548344,  Lng: -73.732200),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 1,300 (year 1972),  Truck Traffic: 8%,  Features Intersected: 52 52 82042154,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 22.99m (75.43ft),  Kilometerpoint: 26.291,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)