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

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Structure Number: 1001639, Location: JCT RTS 5 + I-290 (Lat: 42.959131, Lng: -78.766614), Route carried "on" structure: State highway 5, Year Built: 1963, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 45,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 45,450 (year 2031), Design Load: HS 20, Features Intersected: RTE I290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.967, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $620,000, Roadway Improvement Cost: $363,000, Total Project Cost: $983,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103029, Location: JCT STATE HWYS 324 & 78 (Lat: 42.978139, Lng: -78.697019), Route carried "on" structure: State highway 324, Year Built: 1998, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 26,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 26,563 (year 2031), Design Load: HS 25, Features Intersected: RTE 78, TRANSIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.295, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), 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: Very good, Superstructure: Excellent, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $899,000, Roadway Improvement Cost: $526,000, Total Project Cost: $1,425,000 ( 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: 10303, Location: 4.6 MI S JCT RTS 78 & 263 (Lat: 43.017008, Lng: -78.696878), Route carried "on" structure: State highway 78, Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 26,900 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 27,169 (year 2031), Design Load: HS 25, Features Intersected: GOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.985, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 89.8 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $3,889,000, Roadway Improvement Cost: $2,277,000, Total Project Cost: $6,166,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103031, Location: 3.4 MI S JCT RTS 78 & 263 (Lat: 43.034639, Lng: -78.697000), Route carried "on" structure: State highway 78, Year Built: 1993, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 16,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 16,463 (year 2031), Design Load: HS 25, Features Intersected: RANSOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.932, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $209,000, Total Project Cost: $566,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103032, Location: 2.5 MI S JCT RTS 78 + 263 (Lat: 43.046858, Lng: -78.696928), Route carried "on" structure: State highway 78, Year Built: 1919, Year Reconstructed: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 16,300 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 16,463 (year 2031), Features Intersected: GILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $962,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,052,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103033, Location: 1.6 MI S JCT RTS 78 + 263 (Lat: 43.059336, Lng: -78.696869), Route carried "on" structure: State highway 78, Year Built: 1938, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 15,200 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 15,352 (year 2031), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $351,000, Total Project Cost: $951,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 103034, Location: 0.2 MI N JCT RTS 78 & 263 (Lat: 43.086206, Lng: -78.696939), Route carried "on" structure: State highway 78, Year Built: 1998, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 35,400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 35,754 (year 2031), Design Load: HS 25, Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.676, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $3,850,000, Roadway Improvement Cost: $2,255,000, Total Project Cost: $6,105,000 ( 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: 1043751, Location: JCT RT 263 + I-290 (Lat: 42.984681, Lng: -78.793892), Route carried "on" structure: Interstate 290, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 128,887 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 105,621 (year 2031), Features Intersected: RTE 263
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.179, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.6m (64.3ft)

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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $295,000, Total Project Cost: $799,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1043752, Location: JCT RT 263 + I-290 (Lat: 42.984364, Lng: -78.794206), Route carried "on" structure: Interstate 290, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 51,550 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 105,621 (year 2031), Features Intersected: RTE 263
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.941, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $662,000, Total Project Cost: $1,792,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104379, Location: 2.6MI SW JCT RTS 263 & 78 (Lat: 43.052919, Lng: -78.728089), Route carried "on" structure: State highway 263, Year Built: 1990, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 21,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 21,008 (year 2031), Design Load: HS 20, Features Intersected: RANSOM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.695, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104434, Location: JCT RT 277 + I-98 (Lat: 42.952072, Lng: -78.754758), Route carried "on" structure: State highway 277, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 13,900 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 14,039 (year 2031), Design Load: HS 20, Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.199, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $129,000, Total Project Cost: $350,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104504, Location: 0.5 MI W JCT RT 263 +I290 (Lat: 42.990900, Lng: -78.799672), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 21,600 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 21,816 (year 2031), Features Intersected: RTE 290, Facility Carried by Structure: MAPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $964,000, Roadway Improvement Cost: $565,000, Total Project Cost: $1,529,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104505, Location: 0.5 MI W JCT RT 263 +I290 (Lat: 42.990319, Lng: -78.799244), Route carried "on" structure: Interstate 290, Year Built: 1965, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 96,600 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 99,798 (year 2031), Features Intersected: ELLICOTT CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.185, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 75.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $586,000, Total Project Cost: $1,586,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1045061, Location: JCT RT 324 + I-290 (Lat: 42.978581, Lng: -78.783117), Route carried "on" structure: Interstate 290, Year Built: 1964, Status: Open, Structure Length: 9.32m (30.58ft), Average Daily Traffic: 60,839 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 112,850 (year 2031), Features Intersected: RTE 324
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.273, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.32m (30.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $543,000, Total Project Cost: $1,471,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1045062, Location: JCT RT 324 + I-290 (Lat: 42.978614, Lng: -78.783786), Route carried "on" structure: Interstate 290, Year Built: 1964, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 55,100 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 112,850 (year 2031), Features Intersected: RTE 324
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.6m (80.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 10, Critical Feature Inspection Date: August 10, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $623,000, Total Project Cost: $1,687,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104507, Location: JCT I-290 + I-90 (Lat: 42.956708, Lng: -78.766319), Route carried "on" structure: Ramp Interstate 290, Year Built: 1964, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 105,700 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 108,332 (year 2031), Features Intersected: RTE I290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.964, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 6.91m (22.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 104589, Location: 0.1MI E.JCT RT 324 & 277 (Lat: 42.977981, Lng: -78.763939), Route carried "on" structure: State highway 324, Year Built: 1989, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 34,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 31,916 (year 2031), Design Load: HS 20, Features Intersected: ELLICOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.792, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 33.5m (109.9ft), 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: 23.6m (77.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $519,000, Total Project Cost: $1,405,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10717, Location: 1 MI NE JCT SH 263 & I290 (Lat: 42.991997, Lng: -78.790058), Route carried "on" structure: Ramp Other road , Year Built: 1980, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 216 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 302 (year 2018), Design Load: HS 20, Features Intersected: RTE 263, Facility Carried by Structure: RAMP O TO SH 263
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Agenciy, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 98.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.49m (24.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $5,771,000, Roadway Improvement Cost: $3,379,000, Total Project Cost: $9,150,000 ( 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: 107171, Location: 1.2 MI NE JCT RT 263+I290 (Lat: 42.991178, Lng: -78.787744), Route carried "on" structure: Ramp Other road , Year Built: 1980, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 1,374 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,924 (year 2018), Design Load: HS 20, Features Intersected: RTE 263, Facility Carried by Structure: RAMP P FROM RT263
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Agenciy, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than 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: 8.07m (26.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $8,215,000, Roadway Improvement Cost: $4,811,000, Total Project Cost: $13,026,000 ( 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: 107172, Location: 0.8 MI SW INT RT 263 +270 (Lat: 43.006056, Lng: -78.773106), Route carried "on" structure: State highway 263, Year Built: 1980, Year Reconstructed: 2003, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 20,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 22,119 (year 2031), Design Load: HS 20, Features Intersected: ELLICOTT CREEK, Amherst
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.179, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.46m (24.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,723,000, Roadway Improvement Cost: $1,009,000, Total Project Cost: $2,732,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1071851, Location: 1.0 MI NW JCT RT 263+290I (Lat: 42.997239, Lng: -78.807522), Route carried "on" structure: Interstate 290, Year Built: 1983, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 119,929 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 99,798 (year 2031), Design Load: HS 20, Features Intersected: RTE I990, RAMPYELN TO 99
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 170.361, Lanes on structure: 3, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.2m (177.8ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $606,000, Total Project Cost: $1,640,000 ( 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: 1071852, Location: 1.0 MI NW JCT RT 263+290I (Lat: 42.997050, Lng: -78.807656), Route carried "on" structure: Interstate 290, Year Built: 1983, Status: Open, Structure Length: 5.51m (18.08ft), Average Daily Traffic: 48,300 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 99,798 (year 2031), Design Load: HS 20, Features Intersected: RTE I990
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.155, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.2m (177.8ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $606,000, Total Project Cost: $1,640,000 ( 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: 107186, Location: 1 MI NW JCT SH 263 & I290 (Lat: 42.997494, Lng: -78.807656), Route carried "on" structure: Ramp Interstate , Year Built: 1983, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 18,006 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 25,208 (year 2021), Design Load: HS 20, Features Intersected: RTE I290, 990I WB TO 290, Facility Carried by Structure: 290I SB TO 990IEB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.528, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 72.8m (238.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Inventory Rating: 32.6 metric tons, 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: 14.08m (46.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $12,000, Total Project Cost: $33,000 ( 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: 1071871, Location: 1.5 MI N JCT RTS 290I+263 (Lat: 43.004533, Lng: -78.803914), Route carried "on" structure: Interstate 990, Year Built: 1983, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 20,320 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 55,521 (year 2031), Design Load: HS 20, Features Intersected: CHESTNUT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.573, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)

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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $15,000, Total Project Cost: $40,000 ( 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: 1071872, Location: 1.5 MI W JCT RTS 290I+263 (Lat: 43.004397, Lng: -78.802964), Route carried "on" structure: Interstate 990, Year Built: 1983, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 31,750 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 55,521 (year 2031), Design Load: HS 20, Features Intersected: CHESTNUT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.480, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $14,000, Total Project Cost: $38,000 ( 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: 107188, Location: 1.7 MI N JCT I290 & SH263 (Lat: 43.007872, Lng: -78.803556), Route carried "on" structure: Ramp Interstate , Year Built: 1983, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 2,474 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 3,464 (year 2018), Design Load: HS 20, Features Intersected: RTE I990, LOCKPORT EXPWY, Facility Carried by Structure: RAMP UWLS TO 990I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.190, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $2,571,000, Roadway Improvement Cost: $1,506,000, Total Project Cost: $4,077,000 ( 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: 1072561, Location: 1.2 MI E JCT 62 & I-290 (Lat: 43.006400, Lng: -78.798661), Route carried "on" structure: Ramp Other road 990, Year Built: 1982, Status: Open, Structure Length: 13.89m (45.57ft), Average Daily Traffic: 12,500 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 17,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: RTE 952T, BIZER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.688, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.5m (178.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.89m (45.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,256,000, Roadway Improvement Cost: $736,000, Total Project Cost: $1,992,000 ( 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: 1072562, Location: 1.2 MI E JCT 62 & I-290 (Lat: 43.006033, Lng: -78.798622), Route carried "on" structure: Ramp Other road 990, Year Built: 1982, Status: Open, Structure Length: 13.22m (43.37ft), Average Daily Traffic: 2,330 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 3,262 (year 2023), Design Load: HS 20+Mod, Features Intersected: RTE 952T, BIZER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.383, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.8m (156.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.22m (43.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,195,000, Roadway Improvement Cost: $700,000, Total Project Cost: $1,895,000 ( 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: 1072601, Location: 1.7 MI NW INT RTS263+I290 (Lat: 42.993117, Lng: -78.802583), Route carried "on" structure: Interstate 290, Year Built: 1982, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 48,300 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 98,894 (year 2031), Design Load: HS 20, Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.751, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 32.7m (107.3ft), Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $5,490,000, Roadway Improvement Cost: $3,215,000, Total Project Cost: $8,705,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072602, Location: 1.7 MI NW INT RTS263+I290 (Lat: 42.993403, Lng: -78.802389), Route carried "on" structure: Interstate 290, Year Built: 1982, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 55,459 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 98,894 (year 2031), Design Load: HS 20, Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.908, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $4,338,000, Roadway Improvement Cost: $2,540,000, Total Project Cost: $6,878,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072631, Location: 1.5 MI N INT I990 & I290 (Lat: 43.017736, Lng: -78.799042), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,759 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 42,068 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.054, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 56.3m (184.7ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,564,000, Roadway Improvement Cost: $916,000, Total Project Cost: $2,480,000 ( 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: 1072632, Location: 1.5 MI N INT I990 & I290 (Lat: 43.018564, Lng: -78.799069), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 20,550 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 41,666 (year 2031), Design Load: HS 20+Mod, Features Intersected: RTE 952T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,297,000, Roadway Improvement Cost: $760,000, Total Project Cost: $2,057,000 ( 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: 1072641, Location: 1.7MI N INT RTS I990&I290 (Lat: 43.021964, Lng: -78.794411), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 15,624 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 36,144 (year 2031), Design Load: HS 20+Mod, Features Intersected: ELLICOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.051, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 75.8m (248.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.24m (50.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $2,958,000, Roadway Improvement Cost: $1,732,000, Total Project Cost: $4,690,000 ( 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: 1072642, Location: 1.7MI N INT RTS I990&I290 (Lat: 43.021739, Lng: -78.793886), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 35,300 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 35,843 (year 2031), Design Load: HS 20+Mod, Features Intersected: ELLICOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.604, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 87.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.72m (31.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 11, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $2,160,000, Roadway Improvement Cost: $1,265,000, Total Project Cost: $3,425,000 ( 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: 1072651, Location: 1.2 MI W JCT RTS 990I&270 (Lat: 43.023836, Lng: -78.790264), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,624 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 36,144 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR45-DODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.083, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( 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: 1072652, Location: 1.1 MI W JCT RTS 990I&270 (Lat: 43.023772, Lng: -78.789492), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 17,650 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 35,843 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR45-DODGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.039, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $519,000, Total Project Cost: $1,405,000 ( 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: 1072661, Location: 0.8 MI W JCT RTS 990I&270 (Lat: 43.025111, Lng: -78.782256), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 18,100 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 37,750 (year 2031), Design Load: HS 20+Mod, Features Intersected: AUDUBON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.666, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $595,000, Total Project Cost: $1,611,000 ( 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: 1072662, Location: 0.8 MI W JCT RTS 990I&270 (Lat: 43.025672, Lng: -78.782403), Route carried "on" structure: Interstate 990, Year Built: 1984, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 15,624 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 36,345 (year 2031), Design Load: HS 20+Mod, Features Intersected: AUDUBON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.695, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $595,000, Total Project Cost: $1,611,000 ( 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: 10728, Location: .1 MI EAST JCT SH356&US62 (Lat: 43.024714, Lng: -78.819211), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load-capacity, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,100 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 1,540 (year 2031), Design Load: HS 20, Features Intersected: N DIVERSION CHNEL, Facility Carried by Structure: N ELLICOTT CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: September 10, Bridge Improvement Cost: $1,470,000, Roadway Improvement Cost: $861,000, Total Project Cost: $2,331,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing