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

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Structure Number: 10223,  Location: JCT RT 32 & WALLKILL RIV (Lat: 41.814833,  Lng: -74.058761),  Route carried "on" structure: State highway 32,  Year Built: 1933,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 11,256 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,665 (year 2027),  Design Load: HS 20,  Features Intersected: WALKILL RIVER
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 26.838,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2008,  Critical Feature Inspection Date: June 2008,  Bridge Improvement Cost: $2,330,000,  Roadway Improvement Cost: $1,360,000,  Total Project Cost: $3,690,000 ( Estimate for 2009),  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: 102231,  Location: JCT RTE32+RONDOUT CR (Lat: 41.845953,  Lng: -74.074383),  Route carried "on" structure: State highway 32,  Year Built: 1934,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 7,767 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,120 (year 2029),  Design Load: H 20,  Features Intersected: RONDOUT CREEK
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 30.857,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 70.1m (230.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2009,  Critical Feature Inspection Date: December 2009,  Bridge Improvement Cost: $2,330,000,  Roadway Improvement Cost: $1,360,000,  Total Project Cost: $3,690,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 102232,  Location: 1.9MI N JCT RTE32+ROND CR (Lat: 41.868703,  Lng: -74.057706),  Route carried "on" structure: State highway 32,  Year Built: 1954,  Status: Open,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 8,640 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,257 (year 2028),  Design Load: H 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.908,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Poor,  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: 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: 8.59m (28.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2009,  Bridge Improvement Cost: $3,213,000,  Roadway Improvement Cost: $1,876,000,  Total Project Cost: $5,089,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104116,  Location: 5.3 MI E JCT RTS 213 &209 (Lat: 41.839944,  Lng: -74.106281),  Route carried "on" structure: State highway 213,  Year Built: 1997,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 4,657 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,071 (year 2028),  Design Load: HS 25,  Features Intersected: RONDOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.399,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2009,  Bridge Improvement Cost: $1,804,000,  Roadway Improvement Cost: $1,080,000,  Total Project Cost: $2,884,000 ( Estimate for 2009),  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: 334677,  Location: 0.5 MI SE OF HIGH FALLS (Lat: 41.821225,  Lng: -74.118667),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 130 (year 1996),  Truck Traffic: 7%,  Average Future Daily Traffic: 173 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: COXING KILL,  Facility Carried by Structure: SCHOOL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $780,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334704,  Location: 1.0 MI NE OF HIGH FALLS (Lat: 41.830653,  Lng: -74.110203),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,057 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,406 (year 2017),  Features Intersected: COXING KILL,  Facility Carried by Structure: MOSSY BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2008,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $307,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334746,  Location: AT ROSENDALE (Lat: 41.843033,  Lng: -74.085400),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 2,985 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,970 (year 2029),  Design Load: H 20,  Features Intersected: RONDOUT CREEK,  Facility Carried by Structure: COUNTY ROUTE 007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2009,  Bridge Improvement Cost: $926,000,  Roadway Improvement Cost: $554,000,  Total Project Cost: $1,480,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551541,  Location: 0.8 MI W OF TILLSON (Lat: 41.831017,  Lng: -74.057439),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 188 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2017),  Design Load: HS 20,  Features Intersected: RTE I87,  Facility Carried by Structure: GRIST MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Bridge Improvement Cost: $2,427,000,  Roadway Improvement Cost: $1,414,000,  Total Project Cost: $3,841,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5515429,  Location: I87 OVER ROUNDOUT CREEK (Lat: 41.852253,  Lng: -74.059381),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 40,461 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 63,710 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: RONDOUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.880,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 16.61m (54.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2008,  Critical Feature Inspection Date: June 2008,  Bridge Improvement Cost: $16,320,000,  Roadway Improvement Cost: $9,527,000,  Total Project Cost: $25,847,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5515439,  Location: 0.4 N JCT I-87< RONDOUT R (Lat: 41.857386,  Lng: -74.058233),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 40,461 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 63,710 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.949,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Inventory Rating: 32.6 metric tons,  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: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Critical Feature Inspection Date: May 2008,  Bridge Improvement Cost: $2,477,000,  Roadway Improvement Cost: $1,446,000,  Total Project Cost: $3,923,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515449,  Location: 5.1 MI S EXIT 19-I87 (Lat: 41.880850,  Lng: -74.058333),  Route carried "on" structure: Interstate 87,  Year Built: 1999,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 40,461 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 63,710 (year 2029),  Design Load: HS 25,  Features Intersected: WHITEPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.980,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 82.5 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2009,  Bridge Improvement Cost: $2,048,000,  Roadway Improvement Cost: $1,196,000,  Total Project Cost: $3,244,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551545,  Location: 3.3 MI S OF KINGSTON (Lat: 41.890639,  Lng: -74.050597),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 489 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 489 (year 2017),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.14m (26.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2008,  Bridge Improvement Cost: $854,000,  Roadway Improvement Cost: $489,000,  Total Project Cost: $1,343,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102232,  Location: 1.9MI N JCT RTE32+ROND CR (Lat: 41.868703,  Lng: -74.057706),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 40,461 (year 2009),  Truck Traffic: 13%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 32
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 30.346,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 551541,  Location: 0.8 MI W OF TILLSON (Lat: 41.831017,  Lng: -74.057439),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 40,461 (year 2009),  Truck Traffic: 13%,  Features Intersected: RTE I87,  Facility Carried by Structure: GRIST MILL ROAD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 2.613,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 551545,  Location: 3.3 MI S OF KINGSTON (Lat: 41.890639,  Lng: -74.050597),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 40,461 (year 2009),  Truck Traffic: 13%,  Features Intersected: RTE I87,  Facility Carried by Structure: CR 28
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 33.017,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 704117,  Location: IN VILLAGE OF ROSENDALE (Lat: 41.843850,  Lng: -74.088411),  Route carried "under" structure: State highway 213,  Year Built: 1921,  Structure Length: 28.95m (94.98ft),  Average Daily Traffic: 6,112 (year 2009),  Truck Traffic: 5%,  Features Intersected: RTE 213,  Facility Carried by Structure: EX-N Y CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.365,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 45.7m (149.9ft)