Bridge Statistics for Alexander, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 72ft / 22.4mTotal length
- $11,581,000Total costs
- 18,219Total average daily traffic
- 2,803Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alexander
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 11950-1959
- 21960-1969
- 21980-1989
- 31990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Excellent
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 22.2%Very good
- 22.2%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Excellent
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 22.2%Good
- 22.2%Satisfactory
- 55.6%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 101562, Location: JCT RTS 20 & 98 (Lat: 42.905000, Lng: -78.253183), Route carried "on" structure: US 20, Year Built: 1989, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 2,543 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,554 (year 2040), Design Load: HS 20, Features Intersected: RTE 98
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.281, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,410,000, Roadway Improvement Cost: $826,000, Total Project Cost: $2,236,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101562, Location: JCT RTS 20 & 98 (Lat: 42.905000, Lng: -78.253183), Route carried "on" structure: US 20, Year Built: 1989, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 2,543 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 2,554 (year 2040), Design Load: HS 20, Features Intersected: RTE 98
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.281, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,410,000, Roadway Improvement Cost: $826,000, Total Project Cost: $2,236,000 ( Estimate for 2021), 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: 101563, Location: JCT RTE 20 + TONAWANDA CK (Lat: 42.903917, Lng: -78.249703), Route carried "on" structure: US 20, Year Built: 2015, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 3,210 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,240 (year 2040), Design Load: HL 93, Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 71.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,154,000, Roadway Improvement Cost: $676,000, Total Project Cost: $1,830,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101563, Location: JCT RTE 20 + TONAWANDA CK (Lat: 42.903917, Lng: -78.249703), Route carried "on" structure: US 20, Year Built: 2015, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 3,210 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,240 (year 2040), Design Load: HL 93, Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 71.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,154,000, Roadway Improvement Cost: $676,000, Total Project Cost: $1,830,000 ( Estimate for 2021), 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: 101564, Location: .5 MI E JCT US 20 & SH 98 (Lat: 42.903314, Lng: -78.247936), Route carried "on" structure: US 20, Year Built: 1933, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,210 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,240 (year 2040), Features Intersected: TONAWANDA CK OVFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $109,000, Total Project Cost: $296,000 ( Estimate for 2021)
Structure Number: 101564, Location: .5 MI E JCT US 20 & SH 98 (Lat: 42.903314, Lng: -78.247936), Route carried "on" structure: US 20, Year Built: 1933, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,210 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 3,240 (year 2040), Features Intersected: TONAWANDA CK OVFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $109,000, Total Project Cost: $296,000 ( Estimate for 2021)
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Structure Number: 331549, Location: 3.8 MI SE OF E. PEMBROKE (Lat: 42.956264, Lng: -78.257900), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 2008, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 229 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 321 (year 2037), Features Intersected: BOWEN CREEK, Facility Carried by Structure: PIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $86,000, Total Project Cost: $232,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331549, Location: 3.8 MI SE OF E. PEMBROKE (Lat: 42.956264, Lng: -78.257900), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 2008, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 229 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 321 (year 2037), Features Intersected: BOWEN CREEK, Facility Carried by Structure: PIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $86,000, Total Project Cost: $232,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331553, Location: 3.0 MI NW ALEXANDER (Lat: 42.937014, Lng: -78.287689), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 585 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 819 (year 2040), Design Load: HS 20, Features Intersected: BOWEN CREEK, Facility Carried by Structure: DODGESON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.318, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Inventory Rating: 62.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 331553, Location: 3.0 MI NW ALEXANDER (Lat: 42.937014, Lng: -78.287689), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 585 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 819 (year 2040), Design Load: HS 20, Features Intersected: BOWEN CREEK, Facility Carried by Structure: DODGESON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.318, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Inventory Rating: 62.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 331577, Location: 2.2 MI NE ALEXANDER (Lat: 42.928992, Lng: -78.234322), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 208 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 291 (year 2037), Design Load: H 20, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: PEAVINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $274,000, Total Project Cost: $742,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331577, Location: 2.2 MI NE ALEXANDER (Lat: 42.928992, Lng: -78.234322), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 208 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 291 (year 2037), Design Load: H 20, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: PEAVINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $274,000, Total Project Cost: $742,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331578, Location: IN ALEXANDER (Lat: 42.901089, Lng: -78.256006), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,196 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,674 (year 2037), Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: TELEPHONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: April 2021, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $395,000, Total Project Cost: $1,069,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 331578, Location: IN ALEXANDER (Lat: 42.901089, Lng: -78.256006), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,196 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,674 (year 2037), Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: TELEPHONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: April 2021, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $395,000, Total Project Cost: $1,069,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 331579, Location: .3 MILE EAST OF ALEXANDER (Lat: 42.899003, Lng: -78.240561), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 818 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,145 (year 2037), Design Load: H 15, Features Intersected: TRIB TONAWANDA CR, Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331579, Location: .3 MILE EAST OF ALEXANDER (Lat: 42.899003, Lng: -78.240561), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 818 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,145 (year 2037), Design Load: H 15, Features Intersected: TRIB TONAWANDA CR, Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33158, Location: .4 MI E OF ALEXANDER (Lat: 42.899850, Lng: -78.249700), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 818 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,145 (year 2037), Design Load: H 20, Features Intersected: TRIB TONAWANDA CR, Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $267,000, Total Project Cost: $723,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33158, Location: .4 MI E OF ALEXANDER (Lat: 42.899850, Lng: -78.249700), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 818 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,145 (year 2037), Design Load: H 20, Features Intersected: TRIB TONAWANDA CR, Facility Carried by Structure: RAILROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $267,000, Total Project Cost: $723,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331584, Location: 1 MILE WEST OF W BETHANY (Lat: 42.916242, Lng: -78.198044), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 105 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 147 (year 2038), Design Load: HS 20, Features Intersected: LIT TONAWANDA CRK, Facility Carried by Structure: GILHOOLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $553,000, Total Project Cost: $1,498,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331584, Location: 1 MILE WEST OF W BETHANY (Lat: 42.916242, Lng: -78.198044), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 105 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 147 (year 2038), Design Load: HS 20, Features Intersected: LIT TONAWANDA CRK, Facility Carried by Structure: GILHOOLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $553,000, Total Project Cost: $1,498,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 731583, Location: 2.5 MILES SE OF ALEXANDER (Lat: 42.884003, Lng: -78.215064), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 197 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 276 (year 2037), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $779,000, Total Project Cost: $2,109,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 731583, Location: 2.5 MILES SE OF ALEXANDER (Lat: 42.884003, Lng: -78.215064), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 197 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 276 (year 2037), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Bridge Improvement Cost: $1,330,000, Roadway Improvement Cost: $779,000, Total Project Cost: $2,109,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101562, Location: JCT RTS 20 & 98 (Lat: 42.905000, Lng: -78.253183), Route carried "under" structure: State highway 98, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2009), Features Intersected: RTE 98, Facility Carried by Structure: RTE 20
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 5.165, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 101562, Location: JCT RTS 20 & 98 (Lat: 42.905000, Lng: -78.253183), Route carried "under" structure: State highway 98, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2009), Features Intersected: RTE 98, Facility Carried by Structure: RTE 20
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 5.165, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)