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

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Structure Number: 101565,  Location: 4 MI E JCT US 20 & SH 98 (Lat: 42.902003,  Lng: -78.178436),  Route carried "on" structure: US 20,  Year Built: 1932,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,146 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,571 (year 2025),  Design Load: HS 20,  Features Intersected: LIT TONAWANDA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.864,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $426,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101566,  Location: 3.5 MI W JCT RTS 20 + 63 (Lat: 42.903217,  Lng: -78.133203),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 1,003 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,648 (year 2021),  Design Load: H 20,  Features Intersected: RTE 20,  Facility Carried by Structure: BETHANY CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $773,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $1,233,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101567,  Location: JCT RTE 20 + BLACK CK (Lat: 42.904164,  Lng: -78.123039),  Route carried "on" structure: US 20,  Year Built: 1933,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,467 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,659 (year 2026),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.601,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $773,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $1,233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331573,  Location: 3.1 MI SOUTH OF BATAVIA (Lat: 42.954889,  Lng: -78.187969),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 65 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 90 (year 2025),  Features Intersected: LIT TONAWANDA CRK,  Facility Carried by Structure: OLD CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $404,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 331588,  Location: 1.9 MILES SW OF BETHANY (Lat: 42.893161,  Lng: -78.167369),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 409 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 566 (year 2026),  Features Intersected: LIT TONAWANDA CRK,  Facility Carried by Structure: SILVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 73.3 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $344,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331596,  Location: 2.7 MI N OF EAST BETHANY (Lat: 42.952383,  Lng: -78.087353),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 56 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 78 (year 2020),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: TORREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 75.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $249,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331597,  Location: 1.1 MI N OF E. BETHANY (Lat: 42.945175,  Lng: -78.096675),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 118 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 163 (year 2020),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: LITTLE CANADA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331598,  Location: 1 MI NW OF EAST BETHANY (Lat: 42.933469,  Lng: -78.114728),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 237 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 328 (year 2020),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: PAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 76.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $332,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331599,  Location: 1.1 MILES SW OF BETHANY (Lat: 42.924597,  Lng: -78.117889),  Route carried "on" structure: City street ,  Year Built: 1979,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 354 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 490 (year 2020),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: MC LERNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $354,000 ( Estimate for 2007),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3316,  Location: 1.7 MI SW OF EAST BETHANY (Lat: 42.913469,  Lng: -78.121386),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 172 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 238 (year 2020),  Features Intersected: BLACK CREEK,  Facility Carried by Structure: JERICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $354,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 331601,  Location: 1.2 MI E OF E.BETHANY (Lat: 42.933100,  Lng: -78.074317),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 458 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 752 (year 2026),  Design Load: H 15,  Features Intersected: WHITE CREEK,  Facility Carried by Structure: TRANSIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.3 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $211,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336697,  Location: 9.0 MI SE OF BATAVIA (Lat: 42.874061,  Lng: -78.172975),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 38 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 53 (year 2021),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: COUNTY PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 76.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $177,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 101566,  Location: 3.5 MI W JCT RTS 20 + 63 (Lat: 42.903217,  Lng: -78.133203),  Route carried "under" structure: US 20,  Year Built: 1932,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 4,146 (year 2005),  Truck Traffic: 16%,  Features Intersected: RTE 20,  Facility Carried by Structure: BETHANY CTR ROAD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 27.321,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.0m (45.9ft)