Bridge Statistics for Greenwood, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 151ft / 46.3mTotal length
- $25,362,000Total costs
- 10,039Total average daily traffic
- 1,244Total average daily truck traffic
- 10,853Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Greenwood
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 51980-1989
- 51990-1999
- 12000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 21.1%Excellent
- 15.8%Very good
- 36.8%Good
- 10.5%Satisfactory
- 15.8%Fair
- Bridge Condition - Superstructure
- 21.1%Excellent
- 26.3%Very good
- 10.5%Good
- 21.1%Satisfactory
- 15.8%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 5.3%Excellent
- 15.8%Very good
- 21.1%Good
- 47.4%Satisfactory
- 10.5%Fair
- Bridge Condition - Channel
- 47.4%Good
- 31.6%Satisfactory
- 21.1%Fair
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Structure Number: 101255, Location: 0.4 MI N OF GREENWOOD (Lat: 42.140039, Lng: -77.646367), Route carried "on" structure: State highway 248, Year Built: 1994, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 873 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20, Features Intersected: BENNETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,645,000, Roadway Improvement Cost: $964,000, Total Project Cost: $2,609,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101255, Location: 0.4 MI N OF GREENWOOD (Lat: 42.140039, Lng: -77.646367), Route carried "on" structure: State highway 248, Year Built: 1994, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 873 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20, Features Intersected: BENNETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,645,000, Roadway Improvement Cost: $964,000, Total Project Cost: $2,609,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101256, Location: .2 MI E JCT RTS 417+248 (Lat: 42.143303, Lng: -77.641742), Route carried "on" structure: State highway 417, Year Built: 1991, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 746 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: WOODWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 29.8m (97.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $574,000, Total Project Cost: $1,555,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101256, Location: .2 MI E JCT RTS 417+248 (Lat: 42.143303, Lng: -77.641742), Route carried "on" structure: State highway 417, Year Built: 1991, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 746 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: WOODWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 29.8m (97.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $574,000, Total Project Cost: $1,555,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104317, Location: 0.9 MI S OF GREENWOOD (Lat: 42.124106, Lng: -77.651464), Route carried "on" structure: State highway 248, Year Built: 1985, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 691 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 90.6 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,256,000, Roadway Improvement Cost: $1,321,000, Total Project Cost: $3,578,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104317, Location: 0.9 MI S OF GREENWOOD (Lat: 42.124106, Lng: -77.651464), Route carried "on" structure: State highway 248, Year Built: 1985, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 691 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 90.6 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,256,000, Roadway Improvement Cost: $1,321,000, Total Project Cost: $3,578,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104318, Location: 0.4 MI S OF GREENWOOD (Lat: 42.130003, Lng: -77.649783), Route carried "on" structure: State highway 248, Year Built: 2020, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 691 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 720 (year 2040), Design Load: HL 93, Features Intersected: BENNETTS CREEK
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 15.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104318, Location: 0.4 MI S OF GREENWOOD (Lat: 42.130003, Lng: -77.649783), Route carried "on" structure: State highway 248, Year Built: 2020, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 691 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 720 (year 2040), Design Load: HL 93, Features Intersected: BENNETTS CREEK
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 15.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104319, Location: 0.9 MI N OF GREENWOOD (Lat: 42.147722, Lng: -77.643558), Route carried "on" structure: State highway 248, Year Built: 1961, Year Reconstructed: 2008, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HS 20+Mod, Features Intersected: WOODWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $560,000, Total Project Cost: $1,516,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104319, Location: 0.9 MI N OF GREENWOOD (Lat: 42.147722, Lng: -77.643558), Route carried "on" structure: State highway 248, Year Built: 1961, Year Reconstructed: 2008, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HS 20+Mod, Features Intersected: WOODWARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $560,000, Total Project Cost: $1,516,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10432, Location: 1.4 MI N OF GREENWOOD (Lat: 42.156144, Lng: -77.637456), Route carried "on" structure: State highway 248, Year Built: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HL 93, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.825, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.0m (134.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.0 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: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,502,000, Roadway Improvement Cost: $880,000, Total Project Cost: $2,382,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10432, Location: 1.4 MI N OF GREENWOOD (Lat: 42.156144, Lng: -77.637456), Route carried "on" structure: State highway 248, Year Built: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HL 93, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.825, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.0m (134.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.0 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: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,502,000, Roadway Improvement Cost: $880,000, Total Project Cost: $2,382,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 104321, Location: 3.8 MI N OF GREENWOOD (Lat: 42.178525, Lng: -77.627144), Route carried "on" structure: State highway 248, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HS 20, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 71.6 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: 55.1 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: 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: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,676,000, Roadway Improvement Cost: $982,000, Total Project Cost: $2,658,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104321, Location: 3.8 MI N OF GREENWOOD (Lat: 42.178525, Lng: -77.627144), Route carried "on" structure: State highway 248, Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HS 20, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 71.6 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: 55.1 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: 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: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,676,000, Roadway Improvement Cost: $982,000, Total Project Cost: $2,658,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104322, Location: 5.6 MI N OF GREENWOOD (Lat: 42.183111, Lng: -77.624675), Route carried "on" structure: State highway 248, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HL 93, Features Intersected: COLBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $309,000, Total Project Cost: $835,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 104322, Location: 5.6 MI N OF GREENWOOD (Lat: 42.183111, Lng: -77.624675), Route carried "on" structure: State highway 248, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,282 (year 2040), Design Load: HL 93, Features Intersected: COLBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $309,000, Total Project Cost: $835,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 106187, Location: 0.2 MI W JCT RTS 417 +248 (Lat: 42.142669, Lng: -77.646797), Route carried "on" structure: State highway 417, Year Built: 1970, Year Reconstructed: 2013, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 875 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 880 (year 2040), Design Load: HS 20+Mod, Features Intersected: BENNETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.06m (19.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,520,000, Roadway Improvement Cost: $1,476,000, Total Project Cost: $3,996,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 106187, Location: 0.2 MI W JCT RTS 417 +248 (Lat: 42.142669, Lng: -77.646797), Route carried "on" structure: State highway 417, Year Built: 1970, Year Reconstructed: 2013, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 875 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 880 (year 2040), Design Load: HS 20+Mod, Features Intersected: BENNETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.06m (19.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,520,000, Roadway Improvement Cost: $1,476,000, Total Project Cost: $3,996,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2217, Location: 2 MILES NORTH OF REXVILLE (Lat: 42.111317, Lng: -77.651817), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2036), Design Load: HS 25 or greater, Features Intersected: BENNETTS CREEK, Facility Carried by Structure: ROUGH & READY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 14.3m (46.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $306,000, Total Project Cost: $829,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 2217, Location: 2 MILES NORTH OF REXVILLE (Lat: 42.111317, Lng: -77.651817), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2036), Design Load: HS 25 or greater, Features Intersected: BENNETTS CREEK, Facility Carried by Structure: ROUGH & READY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 14.3m (46.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $306,000, Total Project Cost: $829,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221701, Location: 1.6 MI N OF REXVILLE (Lat: 42.105050, Lng: -77.652503), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2036), Design Load: HS 25 or greater, Features Intersected: BENNETTS CREEK, Facility Carried by Structure: ROUGH & READY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 14.6m (47.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $242,000, Total Project Cost: $656,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221701, Location: 1.6 MI N OF REXVILLE (Lat: 42.105050, Lng: -77.652503), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2036), Design Load: HS 25 or greater, Features Intersected: BENNETTS CREEK, Facility Carried by Structure: ROUGH & READY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 14.6m (47.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $242,000, Total Project Cost: $656,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333376, Location: 0.4 MI SW OF GREENWOOD (Lat: 42.130508, Lng: -77.652292), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 166 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 232 (year 2038), Design Load: HS 25 or greater, Features Intersected: CHRISTIAN HOL CRK, Facility Carried by Structure: COUNTY ROAD 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.323, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.5m (37.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $631,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333376, Location: 0.4 MI SW OF GREENWOOD (Lat: 42.130508, Lng: -77.652292), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 166 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 232 (year 2038), Design Load: HS 25 or greater, Features Intersected: CHRISTIAN HOL CRK, Facility Carried by Structure: COUNTY ROAD 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.323, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.5m (37.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $631,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333377, Location: 0.5 MI SW OF GREENWOOD (Lat: 42.130392, Lng: -77.657064), Route carried "on" structure: Alternate County highway , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 166 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 232 (year 2038), Design Load: HS 20, Features Intersected: CHRISTIAN HOL CK, Facility Carried by Structure: CR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.920, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $230,000, Total Project Cost: $624,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333377, Location: 0.5 MI SW OF GREENWOOD (Lat: 42.130392, Lng: -77.657064), Route carried "on" structure: Alternate County highway , Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 166 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 232 (year 2038), Design Load: HS 20, Features Intersected: CHRISTIAN HOL CK, Facility Carried by Structure: CR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.920, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $230,000, Total Project Cost: $624,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333379, Location: 1.5 MI N OF GREENWOOD (Lat: 42.156150, Lng: -77.646506), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 71 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 99 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROCK CREEK, Facility Carried by Structure: COUNTY ROAD 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $253,000, Total Project Cost: $685,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333379, Location: 1.5 MI N OF GREENWOOD (Lat: 42.156150, Lng: -77.646506), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 71 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 99 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROCK CREEK, Facility Carried by Structure: COUNTY ROAD 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $253,000, Total Project Cost: $685,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33338, Location: .2 MI W JCT SH 248 & CR62 (Lat: 42.156550, Lng: -77.641431), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 71 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 99 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: COUNTY ROAD 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $196,000, Total Project Cost: $531,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33338, Location: .2 MI W JCT SH 248 & CR62 (Lat: 42.156550, Lng: -77.641431), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 71 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 99 (year 2038), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: COUNTY ROAD 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $196,000, Total Project Cost: $531,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333454, Location: 0.7 MI E OF GREENWOOD (Lat: 42.132550, Lng: -77.635167), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 169 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2037), Design Load: HS 25 or greater, Features Intersected: WOODWARD HLLW CRK, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $600,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333454, Location: 0.7 MI E OF GREENWOOD (Lat: 42.132550, Lng: -77.635167), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 169 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2037), Design Load: HS 25 or greater, Features Intersected: WOODWARD HLLW CRK, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $600,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333455, Location: 0.8 MI E.OF GREENWOOD (Lat: 42.130683, Lng: -77.636919), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 169 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2037), Features Intersected: FISHER HOLLOW CRK, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum 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: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $634,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333455, Location: 0.8 MI E.OF GREENWOOD (Lat: 42.130683, Lng: -77.636919), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 169 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2037), Features Intersected: FISHER HOLLOW CRK, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 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: Equal to present minimum 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: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $634,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333456, Location: 0.7 MI SE OF GREENWOOD (Lat: 42.128739, Lng: -77.637697), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load-capacity, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 169 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2037), Features Intersected: FISHER HOLLOW CRK, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $159,000, Total Project Cost: $430,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333456, Location: 0.7 MI SE OF GREENWOOD (Lat: 42.128739, Lng: -77.637697), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load-capacity, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 169 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 237 (year 2037), Features Intersected: FISHER HOLLOW CRK, Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $159,000, Total Project Cost: $430,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336912, Location: 1.1 MI SW OF GREENWOOD (Lat: 42.127678, Lng: -77.666639), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 166 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 232 (year 2038), Features Intersected: CHRISTIAN HOL CRK, Facility Carried by Structure: COUNTY ROAD 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.7m (22.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.5 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $227,000, Total Project Cost: $613,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 336912, Location: 1.1 MI SW OF GREENWOOD (Lat: 42.127678, Lng: -77.666639), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 166 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 232 (year 2038), Features Intersected: CHRISTIAN HOL CRK, Facility Carried by Structure: COUNTY ROAD 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.7m (22.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.5 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $227,000, Total Project Cost: $613,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other