Bridge Statistics for Saranac, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 141ft / 42.7mTotal length
- $16,314,000Total costs
- 16,620Total average daily traffic
- 1,414Total average daily truck traffic
- 18,584Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Saranac
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- 52000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.3%Excellent
- 33.3%Very good
- 20.0%Good
- 20.0%Satisfactory
- 6.7%Fair
- 6.7%Critical
- Bridge Condition - Superstructure
- 43.8%Excellent
- 25.0%Very good
- 18.8%Good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 37.5%Excellent
- 12.5%Very good
- 18.8%Good
- 6.3%Satisfactory
- 18.8%Fair
- 6.3%Critical
- Bridge Condition - Channel
- 16.7%Very good
- 38.9%Good
- 16.7%Satisfactory
- 11.1%Fair
- 16.7%Poor
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Structure Number: 100083, Location: 2.5 MI E OF RIVERVIEW (Lat: 44.592194, Lng: -73.874822), Route carried "on" structure: State highway 3, Year Built: 2003, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,903 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,921 (year 2040), Design Load: HS 25 or greater, Features Intersected: NO BR SARANAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.972, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 31.5m (103.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Inventory Rating: 75.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $666,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,057,000 ( 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: 100083, Location: 2.5 MI E OF RIVERVIEW (Lat: 44.592194, Lng: -73.874822), Route carried "on" structure: State highway 3, Year Built: 2003, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,903 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,921 (year 2040), Design Load: HS 25 or greater, Features Intersected: NO BR SARANAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.972, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 31.5m (103.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Inventory Rating: 75.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $666,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,057,000 ( 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: 100084, Location: 7.9 MI SW JCT RTS 3 & 374 (Lat: 44.638750, Lng: -73.755772), Route carried "on" structure: State highway 3, Year Built: 1997, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,099 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRUE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 79.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $601,000, Roadway Improvement Cost: $352,000, Total Project Cost: $953,000 ( Estimate for 2021)
Structure Number: 100084, Location: 7.9 MI SW JCT RTS 3 & 374 (Lat: 44.638750, Lng: -73.755772), Route carried "on" structure: State highway 3, Year Built: 1997, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,099 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRUE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 79.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $601,000, Roadway Improvement Cost: $352,000, Total Project Cost: $953,000 ( Estimate for 2021)
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Structure Number: 100085, Location: 5.9 MI SW JCT RTS 3 + 374 (Lat: 44.661950, Lng: -73.732914), Route carried "on" structure: State highway 3, Year Built: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,099 (year 2040), Design Load: HS 20, Features Intersected: CORNERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $198,000, Total Project Cost: $535,000 ( Estimate for 2021)
Structure Number: 100085, Location: 5.9 MI SW JCT RTS 3 + 374 (Lat: 44.661950, Lng: -73.732914), Route carried "on" structure: State highway 3, Year Built: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,099 (year 2040), Design Load: HS 20, Features Intersected: CORNERS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.8 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $198,000, Total Project Cost: $535,000 ( Estimate for 2021)
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Structure Number: 100086, Location: 4.8 MI SW JCT RTS 3 + 374 (Lat: 44.668914, Lng: -73.711361), Route carried "on" structure: State highway 3, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,947 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,984 (year 2040), Design Load: HS 20, Features Intersected: BEHAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Poor, Culverts: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $159,000, Total Project Cost: $431,000 ( Estimate for 2021)
Structure Number: 100086, Location: 4.8 MI SW JCT RTS 3 + 374 (Lat: 44.668914, Lng: -73.711361), Route carried "on" structure: State highway 3, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,947 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,984 (year 2040), Design Load: HS 20, Features Intersected: BEHAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Poor, Culverts: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $159,000, Total Project Cost: $431,000 ( Estimate for 2021)
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Structure Number: 226956, Location: 2.6 MI NORTH OF REDFORD (Lat: 44.648744, Lng: -73.798897), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 173 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 242 (year 2040), Design Load: HL 93, Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 80.7 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $165,000, Total Project Cost: $448,000 ( 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: 226956, Location: 2.6 MI NORTH OF REDFORD (Lat: 44.648744, Lng: -73.798897), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 173 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 242 (year 2040), Design Load: HL 93, Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 80.7 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $283,000, Roadway Improvement Cost: $165,000, Total Project Cost: $448,000 ( 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: 333569, Location: .1MI S RTE 3 CLAYBURG (Lat: 44.596189, Lng: -73.838331), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 2.13m (6.99ft), Truck Traffic: 8%, Design Load: HS 25 or greater, Features Intersected: N.BR.SARANAC R., Facility Carried by Structure: CR1 SILVERLAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 67.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $436,000, Total Project Cost: $1,179,000 ( 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: 333569, Location: .1MI S RTE 3 CLAYBURG (Lat: 44.596189, Lng: -73.838331), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 2.13m (6.99ft), Truck Traffic: 8%, Design Load: HS 25 or greater, Features Intersected: N.BR.SARANAC R., Facility Carried by Structure: CR1 SILVERLAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 67.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $436,000, Total Project Cost: $1,179,000 ( 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: 333571, Location: 1 MILE S W OF REDFORD (Lat: 44.605228, Lng: -73.802292), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 503 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 704 (year 2037), Design Load: HS 20, Features Intersected: SARANAC RIVER, Facility Carried by Structure: ORE BED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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 minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $943,000, Roadway Improvement Cost: $552,000, Total Project Cost: $1,496,000 ( 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: 333571, Location: 1 MILE S W OF REDFORD (Lat: 44.605228, Lng: -73.802292), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 503 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 704 (year 2037), Design Load: HS 20, Features Intersected: SARANAC RIVER, Facility Carried by Structure: ORE BED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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 minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $943,000, Roadway Improvement Cost: $552,000, Total Project Cost: $1,496,000 ( 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: 333572, Location: 0.6 MI NE REDFORD (Lat: 44.611056, Lng: -73.791128), Route carried "on" structure: Alternate County highway , Year Built: 1988, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 192 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 269 (year 2036), Features Intersected: SARANAC RIVER, Facility Carried by Structure: PUP HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 60.7m (199.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Critical, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,681,000, Roadway Improvement Cost: $984,000, Total Project Cost: $2,665,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 333572, Location: 0.6 MI NE REDFORD (Lat: 44.611056, Lng: -73.791128), Route carried "on" structure: Alternate County highway , Year Built: 1988, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 192 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 269 (year 2036), Features Intersected: SARANAC RIVER, Facility Carried by Structure: PUP HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 60.7m (199.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Critical, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,681,000, Roadway Improvement Cost: $984,000, Total Project Cost: $2,665,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 333574, Location: .1 MI SE SH 3 IN SARANAC (Lat: 44.647431, Lng: -73.747189), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2015, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 405 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 567 (year 2037), Design Load: HL 93, Features Intersected: SARANAC RIVER, Facility Carried by Structure: HARDSCRABBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.42m (17.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,259,000, Roadway Improvement Cost: $737,000, Total Project Cost: $1,996,000 ( 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: 333574, Location: .1 MI SE SH 3 IN SARANAC (Lat: 44.647431, Lng: -73.747189), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2015, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 405 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 567 (year 2037), Design Load: HL 93, Features Intersected: SARANAC RIVER, Facility Carried by Structure: HARDSCRABBLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.42m (17.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,259,000, Roadway Improvement Cost: $737,000, Total Project Cost: $1,996,000 ( 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: 333575, Location: .2 MI SE PICKETTS CORNERS (Lat: 44.658811, Lng: -73.732653), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 674 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 944 (year 2036), Design Load: HS 25 or greater, Features Intersected: SARANAC RIVER, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.0m (144.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 75.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( 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: 333575, Location: .2 MI SE PICKETTS CORNERS (Lat: 44.658811, Lng: -73.732653), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 674 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 944 (year 2036), Design Load: HS 25 or greater, Features Intersected: SARANAC RIVER, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.0m (144.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 75.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,464,000 ( 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: 333576, Location: 1.8 M SW CADYVILLE (Lat: 44.686989, Lng: -73.667108), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 899 (year 2040), Design Load: HS 25 or greater, Features Intersected: SARANAC RIVER, Facility Carried by Structure: DUQUETTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,598,000 ( 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: 333576, Location: 1.8 M SW CADYVILLE (Lat: 44.686989, Lng: -73.667108), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 899 (year 2040), Design Load: HS 25 or greater, Features Intersected: SARANAC RIVER, Facility Carried by Structure: DUQUETTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,598,000 ( 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: 333605, Location: .2MI W PICKETTS CORNERS (Lat: 44.662489, Lng: -73.737139), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 25 or greater, Features Intersected: CORNERS BROOK, Facility Carried by Structure: CHAZY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 86.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $110,000, Total Project Cost: $297,000 ( Estimate for 2021)
Structure Number: 333605, Location: .2MI W PICKETTS CORNERS (Lat: 44.662489, Lng: -73.737139), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 757 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 25 or greater, Features Intersected: CORNERS BROOK, Facility Carried by Structure: CHAZY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 86.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $110,000, Total Project Cost: $297,000 ( Estimate for 2021)
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Structure Number: 333678, Location: STANDISH RD OVER COLD BK (Lat: 44.620700, Lng: -73.904119), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 386 (year 2040), Design Load: HS 25 or greater, Features Intersected: COLD BROOK, Facility Carried by Structure: CR1 STANDISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 72.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $159,000, Total Project Cost: $429,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333678, Location: STANDISH RD OVER COLD BK (Lat: 44.620700, Lng: -73.904119), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 386 (year 2040), Design Load: HS 25 or greater, Features Intersected: COLD BROOK, Facility Carried by Structure: CR1 STANDISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 72.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $159,000, Total Project Cost: $429,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333679, Location: 2.5 MI N RIVERVIEW (Lat: 44.619614, Lng: -73.902950), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 386 (year 2040), Design Load: HS 25 or greater, Features Intersected: COLD BROOK, Facility Carried by Structure: CR10 STANDISH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $160,000, Total Project Cost: $432,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333679, Location: 2.5 MI N RIVERVIEW (Lat: 44.619614, Lng: -73.902950), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 276 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 386 (year 2040), Design Load: HS 25 or greater, Features Intersected: COLD BROOK, Facility Carried by Structure: CR10 STANDISH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $160,000, Total Project Cost: $432,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335832, Location: .7MI W MOFFITSVILLE (Lat: 44.637181, Lng: -73.769789), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 213 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 298 (year 2040), Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.355, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 54.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335832, Location: .7MI W MOFFITSVILLE (Lat: 44.637181, Lng: -73.769789), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 213 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 298 (year 2040), Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.355, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 54.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335833, Location: 2.2MI W MOFFITSVILLE (Lat: 44.640869, Lng: -73.793028), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 153 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 214 (year 2040), Design Load: HL 93, Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Critical, Channel: Good, Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $193,000, Total Project Cost: $523,000 ( 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: 335833, Location: 2.2MI W MOFFITSVILLE (Lat: 44.640869, Lng: -73.793028), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 153 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 214 (year 2040), Design Load: HL 93, Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Critical, Channel: Good, Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $193,000, Total Project Cost: $523,000 ( 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: 335993, Location: 1.3 MI W OF MOFFITSVILLE (Lat: 44.637900, Lng: -73.775989), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 213 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 298 (year 2040), Features Intersected: TRUE BROOK, Facility Carried by Structure: REYELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.824, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $74,000, Total Project Cost: $200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 335993, Location: 1.3 MI W OF MOFFITSVILLE (Lat: 44.637900, Lng: -73.775989), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 213 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 298 (year 2040), Features Intersected: TRUE BROOK, Facility Carried by Structure: REYELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.824, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $74,000, Total Project Cost: $200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 335994, Location: TRUE BROOK RD 1.4M N RT 3 (Lat: 44.640700, Lng: -73.779983), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 153 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 214 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $125,000, Total Project Cost: $338,000 ( 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: 335994, Location: TRUE BROOK RD 1.4M N RT 3 (Lat: 44.640700, Lng: -73.779983), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 153 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 214 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRUE BROOK, Facility Carried by Structure: TRUE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $125,000, Total Project Cost: $338,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing