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

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Structure Number: 101151,  Location: 1.2MI S JCT RTS 15 & 251 (Lat: 42.986831,  Lng: -77.672325),  Route carried "on" structure: State highway 15,  Year Built: 1983,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 3,571 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,092 (year 2026),  Design Load: HS 20,  Features Intersected: HONEOYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.857,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 59.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $523,000,  Total Project Cost: $1,403,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 101152,  Location: 0.6MI S JCT RTS 15 & 251 (Lat: 42.993306,  Lng: -77.669233),  Route carried "on" structure: State highway 15,  Year Built: 2007,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,571 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,092 (year 2026),  Design Load: HS 25,  Features Intersected: LEHIGH VALLEY TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.491,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $450,000 ( Estimate for 2007)

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Structure Number: 101161,  Location: 0.2 MI S JCT RTS 15A &251 (Lat: 42.993153,  Lng: -77.645531),  Route carried "on" structure: State highway 15A,  Year Built: 1992,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,257 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,625 (year 2027),  Design Load: HS 20,  Features Intersected: HONEOYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,043,000,  Roadway Improvement Cost: $620,000,  Total Project Cost: $1,663,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106904,  Location: 0.2MI.W.JCT.RTS. 251 & 15 (Lat: 43.003064,  Lng: -77.668847),  Route carried "on" structure: State highway 251,  Year Built: 1976,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 2,888 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,118 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.064,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.1m (144.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $2,279,000,  Roadway Improvement Cost: $1,290,000,  Total Project Cost: $3,569,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106905,  Location: JCT SH 15 & I390 (Lat: 43.005783,  Lng: -77.666597),  Route carried "on" structure: State highway 15,  Year Built: 1977,  Status: Open,  Structure Length: 11.79m (38.68ft),  Average Daily Traffic: 12,189 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,380 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.874,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 11.79m (38.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,279,000,  Roadway Improvement Cost: $1,290,000,  Total Project Cost: $3,569,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1069061,  Location: 2 MILES NORTH OF THRUWAY (Lat: 43.017803,  Lng: -77.659525),  Route carried "on" structure: Interstate 390,  Year Built: 1977,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 19,703 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,661 (year 2026),  Design Load: HS 20,  Features Intersected: RUSH-HEN.TN LN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.838,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $2,279,000,  Roadway Improvement Cost: $1,290,000,  Total Project Cost: $3,569,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1069062,  Location: 2 MILES NORTH OF THRUWAY (Lat: 43.017783,  Lng: -77.659208),  Route carried "on" structure: Interstate 390,  Year Built: 1977,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 19,703 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,661 (year 2026),  Design Load: HS 20,  Features Intersected: RUSH-HEN.TN LN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.838,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $2,279,000,  Roadway Improvement Cost: $1,290,000,  Total Project Cost: $3,569,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107028,  Location: 0.3 MI S JCT RT 15 & I390 (Lat: 42.947772,  Lng: -77.696342),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,592 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,615 (year 2017),  Design Load: HS 20,  Features Intersected: RTE I390,  Facility Carried by Structure: HONEOYE FALLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,795,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $2,863,000 ( 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: 107029,  Location: JCT OF RTS 15 & I-390 (Lat: 42.949950,  Lng: -77.697139),  Route carried "on" structure: State highway 15,  Year Built: 1980,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 3,571 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,092 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.105,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 10.57m (34.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,539,000,  Roadway Improvement Cost: $2,053,000,  Total Project Cost: $5,592,000 ( 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: 1070301,  Location: 2 MI N JCT SH 15 & I390 (Lat: 42.978656,  Lng: -77.683383),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 10,075 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,213 (year 2025),  Design Load: HS 20,  Features Intersected: CR65-RUSH W RH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.981,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.4 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,539,000,  Roadway Improvement Cost: $2,053,000,  Total Project Cost: $5,592,000 ( 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: 1070302,  Location: 2 MI N JCT SH 15 & I390 (Lat: 42.978750,  Lng: -77.682819),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 10,075 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,213 (year 2025),  Design Load: HS 20,  Features Intersected: CR65-RUSH W RH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.981,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,539,000,  Roadway Improvement Cost: $2,053,000,  Total Project Cost: $5,592,000 ( 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: 1070311,  Location: 1 MI S JCT RTS 251 & I390 (Lat: 42.990614,  Lng: -77.679792),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 10,075 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,213 (year 2025),  Design Load: HS 20,  Features Intersected: FISHELL ROAD, HONEOYE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.936,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.38m (43.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $3,539,000,  Roadway Improvement Cost: $2,053,000,  Total Project Cost: $5,592,000 ( 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: 1070312,  Location: 1 MI S JCT RTS 251 & I390 (Lat: 42.990439,  Lng: -77.679311),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 10,075 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,213 (year 2025),  Design Load: HS 20,  Features Intersected: FISHELL ROAD, HONEOYE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.936,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.38m (43.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $3,907,000,  Roadway Improvement Cost: $2,267,000,  Total Project Cost: $6,174,000 ( 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: 331731,  Location: 1 MI SW OF RUSH (Lat: 42.985817,  Lng: -77.664797),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 835 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,372 (year 2015),  Design Load: HS 25,  Features Intersected: TRIB HONOYE CREE,  Facility Carried by Structure: RUSH WEST RUSH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 80.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $292,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $466,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331789,  Location: 3 MI SW OF RUSH (Lat: 42.977867,  Lng: -77.698944),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,789 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,533 (year 2027),  Design Load: HS 25,  Features Intersected: HONEOYE CREEK,  Facility Carried by Structure: EAST RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  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: 36.8m (120.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $373,000,  Total Project Cost: $999,000 ( 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: 106904,  Location: 0.2MI.W.JCT.RTS. 251 & 15 (Lat: 43.003064,  Lng: -77.668847),  Route carried "under" structure: Interstate 390,  Year Built: 1976,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 20,150 (year 2005),  Truck Traffic: 22%,  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 251
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.627,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 106905,  Location: JCT SH 15 & I390 (Lat: 43.005783,  Lng: -77.666597),  Route carried "under" structure: Interstate 390,  Year Built: 1977,  Structure Length: 11.79m (38.68ft),  Average Daily Traffic: 39,406 (year 2006),  Truck Traffic: 22%,  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 7.965,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 107028,  Location: 0.3 MI S JCT RT 15 & I390 (Lat: 42.947772,  Lng: -77.696342),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 20,150 (year 2005),  Truck Traffic: 22%,  Features Intersected: RTE I390,  Facility Carried by Structure: HONEOYE FALLS RD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 107029,  Location: JCT OF RTS 15 & I-390 (Lat: 42.949950,  Lng: -77.697139),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 20,150 (year 2005),  Truck Traffic: 22%,  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.191,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)