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

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Parts: 1, 2


National Bridge Inventory (NBI) Statistics
Number of bridges: 56
Total length: 342 meters (1,122ft)
Total costs: $146,648,000
Total average daily traffic: 1,459,190
Total average daily truck traffic: 55,002
National Bridge Inventory (NBI) Registered Bridges for Henrietta
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New bridges - Historical Statistics

  • 1950-1959: 12
  • 1960-1969: 1
  • 1970-1979: 9
  • 1980-1989: 29
  • 1990-1999: 4
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 2
  • 1980-1989: 2
  • 1990-1999: 0
  • 2000-2009: 1
  • 2010-2012: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 101153,  Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508,  Lng: -77.658081),  Route carried "on" structure: US 15,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 21,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,400 (year 2029),  Design Load: H 20,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.663,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $10,331,000,  Roadway Improvement Cost: $970,000,  Total Project Cost: $11,301,000 ( Estimate for 2011),  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: 101154,  Location: 2.7 MI N JCT RTS 15& I490 (Lat: 43.083603,  Lng: -77.638622),  Route carried "on" structure: State highway 15,  Year Built: 1994,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 23,400 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,760 (year 2028),  Design Load: HS 25,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.991,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 64.4 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $604,000,  Roadway Improvement Cost: $354,000,  Total Project Cost: $958,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 101162,  Location: JCT RTS 15A &NYS THRUWAY (Lat: 43.047153,  Lng: -77.618900),  Route carried "on" structure: Alternate State highway 15A,  Year Built: 1991,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 10,800 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,120 (year 2025),  Design Load: HS 20,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.371,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 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-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $515,000 ( Estimate for 2011),  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: 104342,  Location: 0.8MI W JCT RTS 252 15 (Lat: 43.092344,  Lng: -77.651786),  Route carried "on" structure: State highway 252,  Year Built: 1971,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 24,400 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,745 (year 2031),  Design Load: HS 20,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.783,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.9 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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $7,199,000,  Roadway Improvement Cost: $4,216,000,  Total Project Cost: $11,415,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Other Coated Reinforcing
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Structure Number: 104344,  Location: RT 253 OVER GENESEE RIVER (Lat: 43.029828,  Lng: -77.723447),  Route carried "on" structure: State highway 253,  Year Built: 1976,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 5,700 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,980 (year 2029),  Design Load: HS 20,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 11,  Underwater Inspection Date: August 2009,  Bridge Improvement Cost: $3,285,000,  Roadway Improvement Cost: $1,924,000,  Total Project Cost: $5,209,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 106907,  Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026689,  Lng: -77.655436),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,061 (year 2031),  Design Load: HS 20,  Features Intersected: RTE I390,  Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $10,578,000,  Roadway Improvement Cost: $6,194,000,  Total Project Cost: $16,772,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 106908,  Location: ERIE STA RD OVER GEN EXPW (Lat: 43.040542,  Lng: -77.650989),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 3,800 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,320 (year 2029),  Design Load: H 20,  Features Intersected: RTE I390,  Facility Carried by Structure: ERIE STATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $477,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 107004,  Location: 1.5 MI N JCT.RTS 390I&253 (Lat: 43.076064,  Lng: -77.626789),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 24,600 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,440 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: RTE I390,  Facility Carried by Structure: HYLAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.12m (20.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $4,054,000,  Roadway Improvement Cost: $2,374,000,  Total Project Cost: $6,428,000 ( Estimate for 2011),  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: 1070051,  Location: 1.1 MI N JCT I390 & SH253 (Lat: 43.072714,  Lng: -77.632319),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 26,350 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,696 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LV AVON & LKVILLE, RED C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.861,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $5,892,000,  Roadway Improvement Cost: $3,450,000,  Total Project Cost: $9,342,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1070052,  Location: 1.1 MI N JCT I390 & SH253 (Lat: 43.072628,  Lng: -77.632181),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 28,600 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,696 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LV AVON & LKVILLE, RED C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.977,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $5,395,000,  Roadway Improvement Cost: $3,159,000,  Total Project Cost: $8,554,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1070061,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068194,  Lng: -77.636597),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 26,350 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,696 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CALKINS RD-CR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.250,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 79.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $506,000 ( Estimate for 2011),  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: 1070062,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068275,  Lng: -77.636269),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 28,600 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,696 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CALKINS RD-CR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.414,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $99,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $157,000 ( Estimate for 2011),  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: 1070071,  Location: JCT OF RTS 390I & 253 (Lat: 43.058844,  Lng: -77.641806),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 39,225 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,696 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE 253
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.172,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 2 degrees,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $1,284,000,  Roadway Improvement Cost: $752,000,  Total Project Cost: $2,036,000 ( Estimate for 2011),  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: 1070072,  Location: JCT OF RTS 390I & 253 (Lat: 43.058864,  Lng: -77.641417),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 28,600 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,696 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE 253
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.288,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 71.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $314,000 ( Estimate for 2011),  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: 1070089,  Location: .3 MI N JCT I390 & I90 (Lat: 43.052514,  Lng: -77.646508),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1980,  Status: Open,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 9,470 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,258 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: RTE I390, RAMP TF TO 390,  Facility Carried by Structure: RAMP TO THRUWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 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: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $1,302,000,  Roadway Improvement Cost: $762,000,  Total Project Cost: $2,064,000 ( Estimate for 2011),  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: 1070091,  Location: IN WEST HENRIETTA (Lat: 43.047886,  Lng: -77.648244),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 39,225 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,392 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.820,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $6,704,000,  Roadway Improvement Cost: $629,000,  Total Project Cost: $7,333,000 ( Estimate for 2011),  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: 1070092,  Location: IN WEST HENRIETTA (Lat: 43.047725,  Lng: -77.647972),  Route carried "on" structure: Interstate 390,  Year Built: 1980,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 19,700 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 41,600 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.936,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $547,000 ( Estimate for 2011),  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: 107079,  Location: 0.5 MI N JCT RTS 252&390I (Lat: 43.095189,  Lng: -77.601789),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 15,900 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,260 (year 2029),  Design Load: HS 20,  Features Intersected: RTE I390,  Facility Carried by Structure: BRIGH/HENR-T L RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $10,248,000,  Roadway Improvement Cost: $6,001,000,  Total Project Cost: $16,249,000 ( Estimate for 2011),  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: 1070811,  Location: JCT OF RTS 252 & 390I (Lat: 43.087103,  Lng: -77.604756),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 88,227 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,600 (year 2031),  Design Load: HS 20,  Features Intersected: RTE 252
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 179.693,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $312,000 ( Estimate for 2011),  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: 1070812,  Location: JCT OF RTS 252 & 390I (Lat: 43.087111,  Lng: -77.604472),  Route carried "on" structure: Interstate 390,  Year Built: 1981,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 38,350 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 81,016 (year 2031),  Design Load: HS 20,  Features Intersected: RTE 252
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.825,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 22 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: 24.0m (78.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $308,000 ( Estimate for 2011),  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: 107082,  Location: JCT.OF RTS 15A & 390I (Lat: 43.084078,  Lng: -77.607931),  Route carried "on" structure: State highway 15A,  Year Built: 1981,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 20,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,700 (year 2029),  Design Load: HS 20,  Features Intersected: RTE I390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.683,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $4,979,000,  Roadway Improvement Cost: $2,916,000,  Total Project Cost: $7,895,000 ( Estimate for 2011),  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: 227006,  Location: IN RIDGELAND (Lat: 43.092556,  Lng: -77.614306),  Route carried "on" structure: Business Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 2,800 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,920 (year 2025),  Design Load: HS 25,  Features Intersected: CSX TRANS/W SHORE,  Facility Carried by Structure: CLAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $765,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,213,000 ( Estimate for 2011),  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: 33177,  Location: 2 MI NE OF 90I EXIT 45 (Lat: 43.068328,  Lng: -77.630783),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 14,200 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,880 (year 2029),  Design Load: HS 20,  Features Intersected: RED CREEK,  Facility Carried by Structure: CALKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Bridge Improvement Cost: $3,184,000,  Roadway Improvement Cost: $1,865,000,  Total Project Cost: $5,049,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336804,  Location: IN HENRIETTA (Lat: 43.095672,  Lng: -77.588233),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 15,900 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,260 (year 2029),  Design Load: HS 20,  Features Intersected: ALLEN CREEK,  Facility Carried by Structure: BRIGHTN HEN TL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.358,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.4 metric tons,  Inventory Rating: 32.6 metric tons,  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $385,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $610,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336805,  Location: 1.3 MI SE I390-I590 INTCH (Lat: 43.097439,  Lng: -77.581194),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 24,900 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,250 (year 2031),  Design Load: H 20,  Features Intersected: ALLENS CREEK,  Facility Carried by Structure: SOUTH WINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.6 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $374,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 444308,  Location: 1.3 MI W JCT BARGE C & 65 (Lat: 43.095750,  Lng: -77.568600),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 7,800 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,316 (year 2031),  Design Load: HS 20,  Features Intersected: ERIE CANAL,  Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 16.4m (53.8ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $2,064,000,  Roadway Improvement Cost: $1,209,000,  Total Project Cost: $3,273,000 ( Estimate for 2011),  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: 5510569,  Location: 1.2 MI W OF EXIT 46 90I (Lat: 43.044775,  Lng: -77.680275),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 26,400 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,456 (year 2031),  Design Load: HS 20,  Features Intersected: Livonia, Avon & L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.616,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 26 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Critical Feature Inspection Date: October 10,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $36,000 ( Estimate for 2011),  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: 5510579,  Location: 0.8 MI E OF EXIT 46 90I (Lat: 43.048239,  Lng: -77.635864),  Route carried "on" structure: Interstate 90,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 29,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,160 (year 2031),  Design Load: HS 20,  Features Intersected: LEHIGH VRR ABAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.301,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $723,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55106,  Location: EXIT 46 90I (Lat: 43.047569,  Lng: -77.651256),  Route carried "on" structure: Ramp Other road ,  Year Built: 1952,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 425 (year 1977),  Truck Traffic: 10%,  Average Future Daily Traffic: 595 (year 1997),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: THWY RAMP EXIT 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $1,311,000,  Roadway Improvement Cost: $768,000,  Total Project Cost: $2,079,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551087,  Location: 0.3 MI E OF EXIT 46 90I (Lat: 43.047839,  Lng: -77.645081),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,100 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,428 (year 2031),  Design Load: HS 25,  Features Intersected: RTE I90,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.084,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $7,430,000,  Roadway Improvement Cost: $4,351,000,  Total Project Cost: $11,781,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 551088,  Location: 2.3 MI E OF EXIT 46 90I (Lat: 43.047583,  Lng: -77.599175),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 4,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,300 (year 2029),  Design Load: HS 20,  Features Intersected: RTE I90,  Facility Carried by Structure: PINNACLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.227,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: 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: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $7,600,000,  Roadway Improvement Cost: $4,451,000,  Total Project Cost: $12,051,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55109,  Location: 2.3 MI W OF EXIT 46 90I (Lat: 43.042369,  Lng: -77.696097),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 4,400 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,160 (year 2029),  Design Load: H 20,  Features Intersected: RTE I90,  Facility Carried by Structure: E RIVER RD C R 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.679,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $484,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $767,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 101153,  Location: JCT RTS 15&NYS THRUWAY (Lat: 43.047508,  Lng: -77.658081),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 14,200 (year 1973),  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 15
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 583.697,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 101162,  Location: JCT RTS 15A &NYS THRUWAY (Lat: 43.047153,  Lng: -77.618900),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 20,900 (year 1990),  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 15A
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 106907,  Location: 2MI SE JCT RTS 15&I-90 (Lat: 43.026689,  Lng: -77.655436),  Route carried "under" structure: Interstate 390,  Year Built: 1977,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 35,274 (year 2002),  Features Intersected: RTE I390,  Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 171.294,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 106908,  Location: ERIE STA RD OVER GEN EXPW (Lat: 43.040542,  Lng: -77.650989),  Route carried "under" structure: Interstate 390,  Year Built: 1976,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 35,274 (year 2002),  Features Intersected: RTE I390,  Facility Carried by Structure: ERIE STATION ROAD
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 173.048,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 107004,  Location: 1.5 MI N JCT.RTS 390I&253 (Lat: 43.076064,  Lng: -77.626789),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 60,213 (year 2002),  Features Intersected: RTE I390,  Facility Carried by Structure: HYLAN DRIVE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 177.634,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1070061,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068194,  Lng: -77.636597),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 14,200 (year 2009),  Truck Traffic: 4%,  Features Intersected: CALKINS RD-CR 39,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1070062,  Location: .7 MI N JCT I390 & SH 253 (Lat: 43.068275,  Lng: -77.636269),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 14,200 (year 2009),  Truck Traffic: 4%,  Features Intersected: CALKINS RD-CR 39,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.837,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1070071,  Location: JCT OF RTS 390I & 253 (Lat: 43.058844,  Lng: -77.641806),  Route carried "under" structure: State highway 253,  Year Built: 1980,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 21,239 (year 2002),  Features Intersected: RTE 253,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 171.359,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1070072,  Location: JCT OF RTS 390I & 253 (Lat: 43.058864,  Lng: -77.641417),  Route carried "under" structure: State highway 253,  Year Built: 1980,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 21,239 (year 2002),  Features Intersected: RTE 253,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 171.359,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1070089,  Location: .3 MI N JCT I390 & I90 (Lat: 43.052514,  Lng: -77.646508),  Route carried "under" structure: Interstate 390,  Year Built: 1980,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 35,274 (year 2002),  Features Intersected: RTE I390, RAMP TF TO 390,  Facility Carried by Structure: RAMP TO THRUWAY
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 17.419,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1070089,  Location: .3 MI N JCT I390 & I90 (Lat: 43.052514,  Lng: -77.646508),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1980,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 4,850 (year 1996),  Features Intersected: RTE I390, RAMP TF TO 390,  Facility Carried by Structure: RAMP TO THRUWAY
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1070091,  Location: IN WEST HENRIETTA (Lat: 43.047886,  Lng: -77.648244),  Route carried "under" structure: Interstate 90,  Year Built: 1980,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 45,000 (year 1981),  Features Intersected: RTE I90
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 582.925,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1070092,  Location: IN WEST HENRIETTA (Lat: 43.047725,  Lng: -77.647972),  Route carried "under" structure: Interstate 90,  Year Built: 1980,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 45,000 (year 1981),  Features Intersected: RTE I90
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 582.876,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 107079,  Location: 0.5 MI N JCT RTS 252&390I (Lat: 43.095189,  Lng: -77.601789),  Route carried "under" structure: Interstate 390,  Year Built: 1981,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 88,227 (year 2002),  Features Intersected: RTE I390,  Facility Carried by Structure: BRIGH/HENR-T L RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 179.709,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 1070811,  Location: JCT OF RTS 252 & 390I (Lat: 43.087103,  Lng: -77.604756),  Route carried "under" structure: State highway 252,  Year Built: 1981,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 33,684 (year 2002),  Features Intersected: RTE 252,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 175.381,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1070812,  Location: JCT OF RTS 252 & 390I (Lat: 43.087111,  Lng: -77.604472),  Route carried "under" structure: State highway 252,  Year Built: 1981,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 33,684 (year 2002),  Features Intersected: RTE 252,  Facility Carried by Structure: RTE I390
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 175.381,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 107082,  Location: JCT.OF RTS 15A & 390I (Lat: 43.084078,  Lng: -77.607931),  Route carried "under" structure: Interstate 390,  Year Built: 1981,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 88,227 (year 2002),  Features Intersected: RTE I390,  Facility Carried by Structure: RTE 15A
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 179.243,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 55106,  Location: EXIT 46 90I (Lat: 43.047569,  Lng: -77.651256),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 13,246 (year 1977),  Features Intersected: RTE I90,  Facility Carried by Structure: THWY RAMP EXIT 46
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 583.166,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 551087,  Location: 0.3 MI E OF EXIT 46 90I (Lat: 43.047839,  Lng: -77.645081),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 13,246 (year 1977),  Features Intersected: RTE I90,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 582.651,  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: 19.8m (65.0ft)


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