Bridge Statistics for Rodman, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 144ft / 43.8mTotal length
- $15,519,000Total costs
- 13,324Total average daily traffic
- 2,516Total average daily truck traffic
- 15,100Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Rodman
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 71930-1939
- 31950-1959
- 11980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 12.5%Excellent
- 18.8%Very good
- 18.8%Good
- 12.5%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 23.5%Excellent
- 11.8%Very good
- 11.8%Good
- 17.6%Satisfactory
- 23.5%Fair
- 5.9%Poor
- 5.9%Serious
- Bridge Condition - Substructure
- 17.6%Excellent
- 11.8%Very good
- 11.8%Good
- 29.4%Satisfactory
- 29.4%Fair
- Bridge Condition - Channel
- 5.3%Excellent
- 26.3%Very good
- 15.8%Good
- 31.6%Satisfactory
- 15.8%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 103934, Location: 2.5 MI E JCT SH177 & US11 (Lat: 43.857531, Lng: -75.955586), Route carried "on" structure: State highway 177, Year Built: 1959, Year Reconstructed: 2013, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 2,750 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 2,868 (year 2040), Design Load: HS 20, Features Intersected: N. BRANCH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.374, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $891,000, Total Project Cost: $2,413,000 ( 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: 103934, Location: 2.5 MI E JCT SH177 & US11 (Lat: 43.857531, Lng: -75.955586), Route carried "on" structure: State highway 177, Year Built: 1959, Year Reconstructed: 2013, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 2,750 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 2,868 (year 2040), Design Load: HS 20, Features Intersected: N. BRANCH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.374, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $891,000, Total Project Cost: $2,413,000 ( 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: 103935, Location: 3.2 MI E JCT 177 + 11 (Lat: 43.850750, Lng: -75.946228), Route carried "on" structure: State highway 177, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,750 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 2,868 (year 2040), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.468, 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: 30.7m (100.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 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: 55.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $559,000, Total Project Cost: $1,513,000 ( 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: 103935, Location: 3.2 MI E JCT 177 + 11 (Lat: 43.850750, Lng: -75.946228), Route carried "on" structure: State highway 177, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,750 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 2,868 (year 2040), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.468, 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: 30.7m (100.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 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: 55.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $559,000, Total Project Cost: $1,513,000 ( 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: 103936, Location: 3 MI W JCT S H 177 & CR69 (Lat: 43.834108, Lng: -75.920044), Route carried "on" structure: State highway 177, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,228 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 2,324 (year 2040), Design Load: HS 20, Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 60.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $331,000, Total Project Cost: $897,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103936, Location: 3 MI W JCT S H 177 & CR69 (Lat: 43.834108, Lng: -75.920044), Route carried "on" structure: State highway 177, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,228 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 2,324 (year 2040), Design Load: HS 20, Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 60.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $331,000, Total Project Cost: $897,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103943, Location: 1.3 MI S JCT RTS 177 &189 (Lat: 43.802814, Lng: -75.873292), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 347 (year 2040), Design Load: HL 93, Features Intersected: GRUNLEY CREEK, Facility Carried by Structure: COUNTY ROAD 189
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, 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: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $136,000, Total Project Cost: $369,000 ( 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: 103943, Location: 1.3 MI S JCT RTS 177 &189 (Lat: 43.802814, Lng: -75.873292), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 347 (year 2040), Design Load: HL 93, Features Intersected: GRUNLEY CREEK, Facility Carried by Structure: COUNTY ROAD 189
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, 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: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $136,000, Total Project Cost: $369,000 ( 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: 107794, Location: 3.1 MI W JCT RT177 &CR189 (Lat: 43.835089, Lng: -75.919914), Route carried "on" structure: State highway 177, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,228 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 2,324 (year 2040), Design Load: H 20, Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.348, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $332,000, Total Project Cost: $898,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107794, Location: 3.1 MI W JCT RT177 &CR189 (Lat: 43.835089, Lng: -75.919914), Route carried "on" structure: State highway 177, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,228 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 2,324 (year 2040), Design Load: H 20, Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.348, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $332,000, Total Project Cost: $898,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222015, Location: 1 MILE SOUTH OF RODMAN (Lat: 43.833194, Lng: -75.949119), Route carried "on" structure: Other road , Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 14 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 20 (year 2040), Features Intersected: FISH CREEK, Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $77,000, Total Project Cost: $208,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222015, Location: 1 MILE SOUTH OF RODMAN (Lat: 43.833194, Lng: -75.949119), Route carried "on" structure: Other road , Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 14 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 20 (year 2040), Features Intersected: FISH CREEK, Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $77,000, Total Project Cost: $208,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222018, Location: 4.4 MI NE OF RODMAN (Lat: 43.886706, Lng: -75.889250), Route carried "on" structure: Other road , Year Built: 1930, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 25 (year 2037), Design Load: HS 25 or greater, Features Intersected: FREEMAN CREEK, Facility Carried by Structure: COFFEEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $44,000, Total Project Cost: $119,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 222018, Location: 4.4 MI NE OF RODMAN (Lat: 43.886706, Lng: -75.889250), Route carried "on" structure: Other road , Year Built: 1930, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 25 (year 2037), Design Load: HS 25 or greater, Features Intersected: FREEMAN CREEK, Facility Carried by Structure: COFFEEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $44,000, Total Project Cost: $119,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 333869, Location: 5.0 MI NE OF ADAMS CENTER (Lat: 43.853103, Lng: -75.934428), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1996, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 688 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 963 (year 2035), Design Load: HS 25 or greater, Features Intersected: GULF STREAM, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.013, 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $260,000, Total Project Cost: $705,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333869, Location: 5.0 MI NE OF ADAMS CENTER (Lat: 43.853103, Lng: -75.934428), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1996, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 688 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 963 (year 2035), Design Load: HS 25 or greater, Features Intersected: GULF STREAM, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.013, 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $260,000, Total Project Cost: $705,000 ( 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: 33387, Location: 1.0 MI NE OF RODMAN (Lat: 43.858886, Lng: -75.922272), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 688 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 963 (year 2035), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $779,000, Roadway Improvement Cost: $456,000, Total Project Cost: $1,235,000 ( 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: 33387, Location: 1.0 MI NE OF RODMAN (Lat: 43.858886, Lng: -75.922272), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 688 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 963 (year 2035), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $779,000, Roadway Improvement Cost: $456,000, Total Project Cost: $1,235,000 ( 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: 333871, Location: 9.0 MI E OF ADAMS CENTER (Lat: 43.869897, Lng: -75.846119), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 129 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2035), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,015,000 ( 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: 333871, Location: 9.0 MI E OF ADAMS CENTER (Lat: 43.869897, Lng: -75.846119), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 129 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2035), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,015,000 ( 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: 333872, Location: 0.6 MI NE OF E RODMAN (Lat: 43.872053, Lng: -75.842506), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 129 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2035), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 76.2 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $281,000, Total Project Cost: $761,000 ( 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: 333872, Location: 0.6 MI NE OF E RODMAN (Lat: 43.872053, Lng: -75.842506), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 129 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2035), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK, Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 76.2 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $281,000, Total Project Cost: $761,000 ( 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: 333875, Location: 1.5 MILES SW OF RODMAN (Lat: 43.843164, Lng: -75.969794), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 353 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 494 (year 2036), Design Load: HS 20+Mod, Features Intersected: SANDY CREEK, Facility Carried by Structure: TOAD HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 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: 52.5 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333875, Location: 1.5 MILES SW OF RODMAN (Lat: 43.843164, Lng: -75.969794), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 353 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 494 (year 2036), Design Load: HS 20+Mod, Features Intersected: SANDY CREEK, Facility Carried by Structure: TOAD HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 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: 52.5 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333876, Location: 3.4 MILES NORTH OF ADAMS (Lat: 43.844431, Lng: -75.971011), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 353 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 494 (year 2036), Design Load: HS 20, Features Intersected: N BR SANDY CREEK, Facility Carried by Structure: COUNTY ROAD 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, 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: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.0 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $181,000, Total Project Cost: $490,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333876, Location: 3.4 MILES NORTH OF ADAMS (Lat: 43.844431, Lng: -75.971011), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 353 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 494 (year 2036), Design Load: HS 20, Features Intersected: N BR SANDY CREEK, Facility Carried by Structure: COUNTY ROAD 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, 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: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.0 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $181,000, Total Project Cost: $490,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333877, Location: 1.25 MILES SO OF RODMAN (Lat: 43.833289, Lng: -75.949342), Route carried "on" structure: County highway , Year Built: 1938, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 249 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 349 (year 2040), Features Intersected: FISH CREEK, Facility Carried by Structure: COUNTY ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.389, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $139,000, Total Project Cost: $376,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333877, Location: 1.25 MILES SO OF RODMAN (Lat: 43.833289, Lng: -75.949342), Route carried "on" structure: County highway , Year Built: 1938, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 249 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 349 (year 2040), Features Intersected: FISH CREEK, Facility Carried by Structure: COUNTY ROAD 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.389, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $139,000, Total Project Cost: $376,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333879, Location: 1 MILE NORTH OF RODMAN (Lat: 43.856447, Lng: -75.930614), Route carried "on" structure: Other road , Year Built: 1910, Status: Closed, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 6 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 8 (year 2034), Features Intersected: SANDY CREEK, Facility Carried by Structure: WORDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $583,000, Total Project Cost: $1,578,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 333879, Location: 1 MILE NORTH OF RODMAN (Lat: 43.856447, Lng: -75.930614), Route carried "on" structure: Other road , Year Built: 1910, Status: Closed, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 6 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 8 (year 2034), Features Intersected: SANDY CREEK, Facility Carried by Structure: WORDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $583,000, Total Project Cost: $1,578,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 33388, Location: 9 MI EAST OF ADAMS CENTER (Lat: 43.865114, Lng: -75.895269), Route carried "on" structure: Other road , Year Built: 1939, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 21 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 29 (year 2039), Features Intersected: SANDY CREEK, Facility Carried by Structure: KENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $257,000, Total Project Cost: $697,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33388, Location: 9 MI EAST OF ADAMS CENTER (Lat: 43.865114, Lng: -75.895269), Route carried "on" structure: Other road , Year Built: 1939, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 21 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 29 (year 2039), Features Intersected: SANDY CREEK, Facility Carried by Structure: KENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $257,000, Total Project Cost: $697,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333881, Location: 3 MILES NE OF RODMAN (Lat: 43.864472, Lng: -75.883317), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 39 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 55 (year 2039), Features Intersected: SANDY CREEK, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.105, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $214,000, Total Project Cost: $578,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333881, Location: 3 MILES NE OF RODMAN (Lat: 43.864472, Lng: -75.883317), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 39 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 55 (year 2039), Features Intersected: SANDY CREEK, Facility Carried by Structure: PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.105, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $214,000, Total Project Cost: $578,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333882, Location: IN EAST RODMAN (Lat: 43.868267, Lng: -75.853533), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 349 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 489 (year 2036), Design Load: HL 93, Features Intersected: SANDY CREEK, Facility Carried by Structure: COUNTY ROAD 156
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $342,000, Total Project Cost: $925,000 ( 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: 333882, Location: IN EAST RODMAN (Lat: 43.868267, Lng: -75.853533), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 349 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 489 (year 2036), Design Load: HL 93, Features Intersected: SANDY CREEK, Facility Carried by Structure: COUNTY ROAD 156
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $342,000, Total Project Cost: $925,000 ( 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: 336721, Location: 3 MI NW OF WORTH (Lat: 43.798700, Lng: -75.898281), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 84 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 118 (year 2035), Features Intersected: S. SANDY CREEK TRIB., Facility Carried by Structure: COUNTY ROAD 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.982, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $67,000, Total Project Cost: $182,000 ( Estimate for 2021)
Structure Number: 336721, Location: 3 MI NW OF WORTH (Lat: 43.798700, Lng: -75.898281), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 84 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 118 (year 2035), Features Intersected: S. SANDY CREEK TRIB., Facility Carried by Structure: COUNTY ROAD 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.982, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Poor, Culverts: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $67,000, Total Project Cost: $182,000 ( Estimate for 2021)