Bridge Statistics for Java, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 36ft / 10.8mTotal length
- $7,372,000Total costs
- 7,246Total average daily traffic
- 703Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Java
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11950-1959
- 11960-1969
- 21980-1989
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 42.9%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 22.2%Very good
- 11.1%Good
- 55.6%Satisfactory
- 11.1%Fair
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Structure Number: 103014, Location: 1.4 MI S JCT SH98 & SH78 (Lat: 42.633194, Lng: -78.333972), Route carried "on" structure: State highway 78, Year Built: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,382 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,441 (year 2040), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $254,000, Total Project Cost: $688,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103014, Location: 1.4 MI S JCT SH98 & SH78 (Lat: 42.633194, Lng: -78.333972), Route carried "on" structure: State highway 78, Year Built: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,382 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,441 (year 2040), Design Load: HL 93, Features Intersected: CATTARAUGUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $254,000, Total Project Cost: $688,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103015, Location: 3.3MI W JCT RTS 78 + 77 (Lat: 42.672122, Lng: -78.435831), Route carried "on" structure: State highway 78, Year Built: 1928, Year Reconstructed: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,640 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,754 (year 2040), Features Intersected: BEAVER MEADOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: August 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $382,000, Total Project Cost: $1,036,000 ( Estimate for 2021)
Structure Number: 103015, Location: 3.3MI W JCT RTS 78 + 77 (Lat: 42.672122, Lng: -78.435831), Route carried "on" structure: State highway 78, Year Built: 1928, Year Reconstructed: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,640 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,754 (year 2040), Features Intersected: BEAVER MEADOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: August 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $382,000, Total Project Cost: $1,036,000 ( Estimate for 2021)
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Structure Number: 103564, Location: 6.2MI S JCT RTS 98 + 20A (Lat: 42.672044, Lng: -78.337933), Route carried "on" structure: State highway 98, Year Built: 1931, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,046 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,464 (year 2036), Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.0 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $158,000, Total Project Cost: $427,000 ( Estimate for 2021)
Structure Number: 103564, Location: 6.2MI S JCT RTS 98 + 20A (Lat: 42.672044, Lng: -78.337933), Route carried "on" structure: State highway 98, Year Built: 1931, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,046 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,464 (year 2036), Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.0 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $158,000, Total Project Cost: $427,000 ( Estimate for 2021)
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Structure Number: 331987, Location: 3.1 MI. SE JAVA CENTER (Lat: 42.622103, Lng: -78.341808), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 463 (year 2038), Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: CHAFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.797, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.4 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $221,000, Total Project Cost: $597,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331987, Location: 3.1 MI. SE JAVA CENTER (Lat: 42.622103, Lng: -78.341808), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 463 (year 2038), Features Intersected: CATTARAUGUS CREEK, Facility Carried by Structure: CHAFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.797, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.4 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $221,000, Total Project Cost: $597,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331989, Location: 2 MI NW OF CURRIERS (Lat: 42.648525, Lng: -78.446914), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 391 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 547 (year 2038), Features Intersected: Trib Brown Brook, Facility Carried by Structure: MICHIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.634, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $201,000, Total Project Cost: $544,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331989, Location: 2 MI NW OF CURRIERS (Lat: 42.648525, Lng: -78.446914), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 391 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 547 (year 2038), Features Intersected: Trib Brown Brook, Facility Carried by Structure: MICHIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.634, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $201,000, Total Project Cost: $544,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33199, Location: 1.1 MI SW JAVA VILLAGE (Lat: 42.658686, Lng: -78.445992), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 228 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 319 (year 2038), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SHEEHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.0 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, Deck Geometry: Meets minimum limits, 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: July 2020, Bridge Improvement Cost: $453,000, Roadway Improvement Cost: $265,000, Total Project Cost: $718,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33199, Location: 1.1 MI SW JAVA VILLAGE (Lat: 42.658686, Lng: -78.445992), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 228 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 319 (year 2038), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SHEEHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.0 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, Deck Geometry: Meets minimum limits, 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: July 2020, Bridge Improvement Cost: $453,000, Roadway Improvement Cost: $265,000, Total Project Cost: $718,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331991, Location: 0.8 MI SW JAVA VILLAGE (Lat: 42.661194, Lng: -78.440389), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 434 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 608 (year 2038), Design Load: HS 20, Features Intersected: PLATO CREEK, Facility Carried by Structure: MICHIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.291, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.9 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $358,000, Total Project Cost: $970,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331991, Location: 0.8 MI SW JAVA VILLAGE (Lat: 42.661194, Lng: -78.440389), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 434 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 608 (year 2038), Design Load: HS 20, Features Intersected: PLATO CREEK, Facility Carried by Structure: MICHIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.291, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.9 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $358,000, Total Project Cost: $970,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331992, Location: 0.7 MI SW OF JAVA VILLAGE (Lat: 42.663153, Lng: -78.439828), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 434 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 608 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO BUFFALO, Facility Carried by Structure: MICHIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.549, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $652,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331992, Location: 0.7 MI SW OF JAVA VILLAGE (Lat: 42.663153, Lng: -78.439828), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 434 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 608 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO BUFFALO, Facility Carried by Structure: MICHIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.549, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.1 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $652,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331993, Location: 0.1 MI E JAVA VILLAGE (Lat: 42.673117, Lng: -78.438550), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 360 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 504 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,097,000, Roadway Improvement Cost: $643,000, Total Project Cost: $1,740,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 331993, Location: 0.1 MI E JAVA VILLAGE (Lat: 42.673117, Lng: -78.438550), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 360 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 504 (year 2038), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: HOLLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,097,000, Roadway Improvement Cost: $643,000, Total Project Cost: $1,740,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 770728, Location: 0.9 MI NE JAVA CENTER (Lat: 42.660803, Lng: -78.380047), Route carried "under" structure: Other road , Year Built: 1910, Structure Length: 0. m, Features Intersected: BEAVER MEADOW RD, Facility Carried by Structure: ARCADE & ATTICA
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 11.8m (38.7ft)
Structure Number: 770728, Location: 0.9 MI NE JAVA CENTER (Lat: 42.660803, Lng: -78.380047), Route carried "under" structure: Other road , Year Built: 1910, Structure Length: 0. m, Features Intersected: BEAVER MEADOW RD, Facility Carried by Structure: ARCADE & ATTICA
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 11.8m (38.7ft)