Bridge Statistics for Newstead, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 171ft / 52.1mTotal length
- $37,236,000Total costs
- 72,839Total average daily traffic
- 1,360Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Newstead
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 21940-1949
- 51950-1959
- 21960-1969
- 21980-1989
- 21990-1999
- 62010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 13.3%Excellent
- 20.0%Very good
- 20.0%Good
- 33.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 13.3%Very good
- 26.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 6.7%Excellent
- 13.3%Very good
- 33.3%Good
- 26.7%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 5.6%Excellent
- 11.1%Very good
- 22.2%Good
- 50.0%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 16.7%Excellent
- 16.7%Very good
- 16.7%Good
- 50.0%Satisfactory
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Structure Number: 103476, Location: 4.8 MI N JCT RTS 93 + 267 (Lat: 43.081119, Lng: -78.517661), Route carried "on" structure: State highway 93, Year Built: 1932, Year Reconstructed: 1992, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,113 (year 2040), Design Load: HS 20, Features Intersected: LEDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.7 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: 47.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $775,000, Roadway Improvement Cost: $454,000, Total Project Cost: $1,229,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103476, Location: 4.8 MI N JCT RTS 93 + 267 (Lat: 43.081119, Lng: -78.517661), Route carried "on" structure: State highway 93, Year Built: 1932, Year Reconstructed: 1992, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,113 (year 2040), Design Load: HS 20, Features Intersected: LEDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.7 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: 47.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $775,000, Roadway Improvement Cost: $454,000, Total Project Cost: $1,229,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103477, Location: 2.4 MI N JCT RTS 93 + 267 (Lat: 43.046878, Lng: -78.512714), Route carried "on" structure: State highway 93, Year Built: 1960, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,113 (year 2040), Design Load: HS 20+Mod, Features Intersected: MURDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.5 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: 11.3 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,430,000, Roadway Improvement Cost: $838,000, Total Project Cost: $2,268,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 103477, Location: 2.4 MI N JCT RTS 93 + 267 (Lat: 43.046878, Lng: -78.512714), Route carried "on" structure: State highway 93, Year Built: 1960, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,113 (year 2040), Design Load: HS 20+Mod, Features Intersected: MURDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.5 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: 11.3 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,430,000, Roadway Improvement Cost: $838,000, Total Project Cost: $2,268,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221337, Location: 3.1 MI NW OF AKRON (Lat: 43.060119, Lng: -78.529681), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 209 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 293 (year 2036), Features Intersected: MURDER CREEK TRIB, Facility Carried by Structure: GREENBUSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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
Structure Number: 221337, Location: 3.1 MI NW OF AKRON (Lat: 43.060119, Lng: -78.529681), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 209 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 293 (year 2036), Features Intersected: MURDER CREEK TRIB, Facility Carried by Structure: GREENBUSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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
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Structure Number: 22681, Location: 1.0 MI. E. OF CEDAR ST. (Lat: 43.062050, Lng: -78.491375), Route carried "on" structure: Spur Other road , Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 323 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 452 (year 2038), Features Intersected: LEDGE CREEK, Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $325,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22681, Location: 1.0 MI. E. OF CEDAR ST. (Lat: 43.062050, Lng: -78.491375), Route carried "on" structure: Spur Other road , Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 323 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 452 (year 2038), Features Intersected: LEDGE CREEK, Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $325,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332626, Location: 3 MILES NW OF AKRON (Lat: 43.052644, Lng: -78.530300), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 858 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,201 (year 2040), Design Load: HS 20, Features Intersected: MURDER CREEK, MURDER CRE, Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.969, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.5 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: 58.3 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: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $125,000, Total Project Cost: $340,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332626, Location: 3 MILES NW OF AKRON (Lat: 43.052644, Lng: -78.530300), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 858 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,201 (year 2040), Design Load: HS 20, Features Intersected: MURDER CREEK, MURDER CRE, Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.969, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.5 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: 58.3 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: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $125,000, Total Project Cost: $340,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332651, Location: 1.3 MI N OF N QUAD AKRON (Lat: 43.045731, Lng: -78.475264), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 712 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 997 (year 2040), Features Intersected: LEDGE CREEK, Facility Carried by Structure: SCOTLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $299,000, Total Project Cost: $809,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332651, Location: 1.3 MI N OF N QUAD AKRON (Lat: 43.045731, Lng: -78.475264), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 712 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 997 (year 2040), Features Intersected: LEDGE CREEK, Facility Carried by Structure: SCOTLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $299,000, Total Project Cost: $809,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332652, Location: 2.7 MILES NORTH OF AKRON (Lat: 43.060003, Lng: -78.517703), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 172 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 241 (year 2038), Design Load: HL 93, Features Intersected: MURDER CREEK, Facility Carried by Structure: SWIFT MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, 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: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 58.6 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: 44.1 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $439,000, Total Project Cost: $1,188,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332652, Location: 2.7 MILES NORTH OF AKRON (Lat: 43.060003, Lng: -78.517703), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 172 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 241 (year 2038), Design Load: HL 93, Features Intersected: MURDER CREEK, Facility Carried by Structure: SWIFT MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, 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: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 58.6 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: 44.1 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $439,000, Total Project Cost: $1,188,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332653, Location: 1 MI N OF NW QUAD AKRON (Lat: 43.041714, Lng: -78.523294), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 404 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 566 (year 2036), Features Intersected: BR MURDER CREEK, Facility Carried by Structure: MEAHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.2 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: 30.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $170,000, Total Project Cost: $461,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332653, Location: 1 MI N OF NW QUAD AKRON (Lat: 43.041714, Lng: -78.523294), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 404 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 566 (year 2036), Features Intersected: BR MURDER CREEK, Facility Carried by Structure: MEAHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.2 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: 30.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $170,000, Total Project Cost: $461,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332654, Location: 2.9 MI SW JCT SH93&TOW CK (Lat: 43.071831, Lng: -78.570050), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 117 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 164 (year 2036), Design Load: HS 25 or greater, Features Intersected: BR TONAWANDA CRK, Facility Carried by Structure: BURDICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.5 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: 48.9 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $136,000, Total Project Cost: $369,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332654, Location: 2.9 MI SW JCT SH93&TOW CK (Lat: 43.071831, Lng: -78.570050), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 117 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 164 (year 2036), Design Load: HS 25 or greater, Features Intersected: BR TONAWANDA CRK, Facility Carried by Structure: BURDICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.5 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: 48.9 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $136,000, Total Project Cost: $369,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332655, Location: 2.3 MI W JCT SH93 &TOW CK (Lat: 43.091539, Lng: -78.563908), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load-capacity, Structure Length: 4.21m (13.81ft), Truck Traffic: 3%, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: BURDICK ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $3,781,000, Roadway Improvement Cost: $2,214,000, Total Project Cost: $5,994,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 332655, Location: 2.3 MI W JCT SH93 &TOW CK (Lat: 43.091539, Lng: -78.563908), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load-capacity, Structure Length: 4.21m (13.81ft), Truck Traffic: 3%, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: BURDICK ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $3,781,000, Roadway Improvement Cost: $2,214,000, Total Project Cost: $5,994,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 332656, Location: 4.2 MILES NORTH OF AKRON (Lat: 43.080219, Lng: -78.518969), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 217 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 304 (year 2036), Design Load: HS 25 or greater, Features Intersected: MURDER CREEK, Facility Carried by Structure: TONAWANDA CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.878, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: 56.1 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: 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: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $909,000, Roadway Improvement Cost: $533,000, Total Project Cost: $1,442,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332656, Location: 4.2 MILES NORTH OF AKRON (Lat: 43.080219, Lng: -78.518969), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 217 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 304 (year 2036), Design Load: HS 25 or greater, Features Intersected: MURDER CREEK, Facility Carried by Structure: TONAWANDA CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.878, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: 56.1 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: 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: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $909,000, Roadway Improvement Cost: $533,000, Total Project Cost: $1,442,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332658, Location: 2.8 MILES NORTH OF AKRON (Lat: 43.072958, Lng: -78.499447), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,084 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,518 (year 2038), Features Intersected: LEDGE CREEK, Facility Carried by Structure: CEDAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $291,000, Total Project Cost: $789,000 ( Estimate for 2021)
Structure Number: 332658, Location: 2.8 MILES NORTH OF AKRON (Lat: 43.072958, Lng: -78.499447), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,084 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,518 (year 2038), Features Intersected: LEDGE CREEK, Facility Carried by Structure: CEDAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $291,000, Total Project Cost: $789,000 ( Estimate for 2021)
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Structure Number: 332659, Location: 3.6 MILES NORTH OF AKRON (Lat: 43.062392, Lng: -78.499719), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,084 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,518 (year 2038), Features Intersected: BRANCH MURDER CRK, Facility Carried by Structure: CEDAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: 41.1 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: September 2017, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $209,000, Total Project Cost: $566,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332659, Location: 3.6 MILES NORTH OF AKRON (Lat: 43.062392, Lng: -78.499719), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,084 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,518 (year 2038), Features Intersected: BRANCH MURDER CRK, Facility Carried by Structure: CEDAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: 41.1 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: September 2017, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $209,000, Total Project Cost: $566,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33266, Location: 1.1 MI E JCT SH93 &TOW CK (Lat: 43.083133, Lng: -78.499378), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 4.88m (16.01ft), Truck Traffic: 4%, Design Load: HL 93, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $3,090,000, Roadway Improvement Cost: $1,809,000, Total Project Cost: $4,899,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33266, Location: 1.1 MI E JCT SH93 &TOW CK (Lat: 43.083133, Lng: -78.499378), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 4.88m (16.01ft), Truck Traffic: 4%, Design Load: HL 93, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $3,090,000, Roadway Improvement Cost: $1,809,000, Total Project Cost: $4,899,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332661, Location: 2 MILES NW OF CRITTENDEN (Lat: 42.961889, Lng: -78.518383), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 309 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 433 (year 2037), Features Intersected: BR ELLICOTT CREEK, Facility Carried by Structure: BUCKWHEAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $173,000, Total Project Cost: $467,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332661, Location: 2 MILES NW OF CRITTENDEN (Lat: 42.961889, Lng: -78.518383), Route carried "on" structure: County highway , Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 309 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 433 (year 2037), Features Intersected: BR ELLICOTT CREEK, Facility Carried by Structure: BUCKWHEAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $173,000, Total Project Cost: $467,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332682, Location: 2.1 MILES NE OF AKRON (Lat: 43.047336, Lng: -78.481497), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 861 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,205 (year 2040), Features Intersected: LEDGE CREEK, Facility Carried by Structure: CARNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 40.5 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: 31.1 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $224,000, Total Project Cost: $607,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332682, Location: 2.1 MILES NE OF AKRON (Lat: 43.047336, Lng: -78.481497), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 861 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,205 (year 2040), Features Intersected: LEDGE CREEK, Facility Carried by Structure: CARNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 40.5 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: 31.1 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $224,000, Total Project Cost: $607,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332683, Location: 4.7 MILES NW OF AKRON (Lat: 43.065775, Lng: -78.569992), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 117 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 164 (year 2036), Design Load: HS 25 or greater, Features Intersected: BR TONAWANDA CRK, Facility Carried by Structure: BURDICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: April 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $108,000, Total Project Cost: $293,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332683, Location: 4.7 MILES NW OF AKRON (Lat: 43.065775, Lng: -78.569992), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 117 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 164 (year 2036), Design Load: HS 25 or greater, Features Intersected: BR TONAWANDA CRK, Facility Carried by Structure: BURDICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: April 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $108,000, Total Project Cost: $293,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332881, Location: 4.5 MI N JCT US20 & SH358 (Lat: 42.956203, Lng: -78.533536), Route carried "on" structure: Other road , Year Built: 1937, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 265 (year 2040), Features Intersected: BR ELLICOTT CREEK, Facility Carried by Structure: POHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 80.4 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: 61.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $306,000, Total Project Cost: $828,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332881, Location: 4.5 MI N JCT US20 & SH358 (Lat: 42.956203, Lng: -78.533536), Route carried "on" structure: Other road , Year Built: 1937, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 265 (year 2040), Features Intersected: BR ELLICOTT CREEK, Facility Carried by Structure: POHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 80.4 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: 61.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $306,000, Total Project Cost: $828,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551164, Location: .7 MI W JCT I90 & ERIE CL (Lat: 42.982578, Lng: -78.477864), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 1997, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,186 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,207 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX WB, RTE I90, Facility Carried by Structure: CRITTENDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.213, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 81.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,637,000, Roadway Improvement Cost: $1,544,000, Total Project Cost: $4,182,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 551164, Location: .7 MI W JCT I90 & ERIE CL (Lat: 42.982578, Lng: -78.477864), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 1997, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 2,186 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,207 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX WB, RTE I90, Facility Carried by Structure: CRITTENDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.213, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 81.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,637,000, Roadway Improvement Cost: $1,544,000, Total Project Cost: $4,182,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 551165, Location: 2.5 MI W JCT I90(Lat: 42.974767, Lng: -78.512789), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 1,728 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,419 (year 2036), Design Load: HL 93, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: S NEWSTEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Inventory Rating: 62.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,650,000, Roadway Improvement Cost: $2,137,000, Total Project Cost: $5,787,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 551165, Location: 2.5 MI W JCT I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Inventory Rating: 62.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.12m (20.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,650,000, Roadway Improvement Cost: $2,137,000, Total Project Cost: $5,787,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 551166, Location: 4.8 MI W JCT I90(Lat: 42.964258, Lng: -78.552733), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 1995, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,944 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: N MILLGROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,504,000, Roadway Improvement Cost: $1,466,000, Total Project Cost: $3,970,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 551166, Location: 4.8 MI W JCT I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.85m (22.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,504,000, Roadway Improvement Cost: $1,466,000, Total Project Cost: $3,970,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 551164, Location: .7 MI W JCT I90 & ERIE CL (Lat: 42.982578, Lng: -78.477864), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 1977), Features Intersected: 90IX WB, RTE I90, Facility Carried by Structure: CRITTENDEN RD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 652.369, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
Structure Number: 551164, Location: .7 MI W JCT I90 & ERIE CL (Lat: 42.982578, Lng: -78.477864), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 1977), Features Intersected: 90IX WB, RTE I90, Facility Carried by Structure: CRITTENDEN RD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 652.369, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
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Structure Number: 551165, Location: 2.5 MI W JCT I90(Lat: 42.974767, Lng: -78.512789), Route carried "under" structure: Interstate 90, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2021), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: S NEWSTEAD RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 655.297, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 551165, Location: 2.5 MI W JCT I90
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 655.297, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 551166, Location: 4.8 MI W JCT I90(Lat: 42.964258, Lng: -78.552733), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2000), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: N MILLGROVE RD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 658.789, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 551166, Location: 4.8 MI W JCT I90
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 658.789, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)