Bridge Statistics for Danube, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 200ft / 60.5mTotal length
- $31,329,000Total costs
- 83,254Total average daily traffic
- 16,726Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Danube
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 111950-1959
- 61970-1979
- 11990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 12.5%Excellent
- 6.3%Very good
- 18.8%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 18.8%Excellent
- 6.3%Very good
- 18.8%Good
- 12.5%Satisfactory
- 37.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 25.0%Excellent
- 12.5%Very good
- 18.8%Good
- 18.8%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 10.0%Very good
- 50.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
Find on map >> Show street view
Structure Number: 100279, Location: 2.3 MI SE JCT RTS 5S &169 (Lat: 43.004467, Lng: -74.779608), Route carried "on" structure: State highway 5S, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,022 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,109 (year 2040), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.361, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $2,684,000, Roadway Improvement Cost: $1,572,000, Total Project Cost: $4,256,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100279, Location: 2.3 MI SE JCT RTS 5S &169 (Lat: 43.004467, Lng: -74.779608), Route carried "on" structure: State highway 5S, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,022 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,109 (year 2040), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.361, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $2,684,000, Roadway Improvement Cost: $1,572,000, Total Project Cost: $4,256,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 220459, Location: 5 MI S CITY LITTLE FALLS (Lat: 42.977842, Lng: -74.818817), Route carried "on" structure: Other road , Year Built: 1955, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 18 (year 2016), Average Future Daily Traffic: 25 (year 2036), Design Load: HS 15, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: TIBBITTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.3 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: 8.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $143,000, Total Project Cost: $388,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 220459, Location: 5 MI S CITY LITTLE FALLS (Lat: 42.977842, Lng: -74.818817), Route carried "on" structure: Other road , Year Built: 1955, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 18 (year 2016), Average Future Daily Traffic: 25 (year 2036), Design Load: HS 15, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: TIBBITTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.3 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: 8.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $143,000, Total Project Cost: $388,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 330754, Location: 2.8 MI NE OF PAINES HLLOW (Lat: 42.971281, Lng: -74.847628), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 177 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 248 (year 2038), Design Load: HS 20, Features Intersected: CORNISH CREEK, Facility Carried by Structure: CR136 JOHNNYCAKE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $165,000, Total Project Cost: $446,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 330754, Location: 2.8 MI NE OF PAINES HLLOW (Lat: 42.971281, Lng: -74.847628), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 177 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 248 (year 2038), Design Load: HS 20, Features Intersected: CORNISH CREEK, Facility Carried by Structure: CR136 JOHNNYCAKE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $165,000, Total Project Cost: $446,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 330755, Location: 4.9 MI S OF LITTLE FALLS (Lat: 42.972881, Lng: -74.840947), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 177 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 248 (year 2038), Design Load: HS 25 or greater, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: CR136 JOHNNYCAKE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.521, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $223,000, Total Project Cost: $603,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330755, Location: 4.9 MI S OF LITTLE FALLS (Lat: 42.972881, Lng: -74.840947), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 177 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 248 (year 2038), Design Load: HS 25 or greater, Features Intersected: CHARLOTTE CREEK, Facility Carried by Structure: CR136 JOHNNYCAKE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.521, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $223,000, Total Project Cost: $603,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 330757, Location: 5 MI S OF LITTLE FALLS (Lat: 42.976492, Lng: -74.825606), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 310 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 434 (year 2037), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: CR45 NEWVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.199, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $242,000, Total Project Cost: $656,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330757, Location: 5 MI S OF LITTLE FALLS (Lat: 42.976492, Lng: -74.825606), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 310 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 434 (year 2037), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: CR45 NEWVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.199, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $414,000, Roadway Improvement Cost: $242,000, Total Project Cost: $656,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 330758, Location: 4.5 MI SE OF LITTLE FALLS (Lat: 42.986953, Lng: -74.799694), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 136 (year 2017), Average Future Daily Traffic: 190 (year 2037), Design Load: HL 93, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $753,000, Roadway Improvement Cost: $441,000, Total Project Cost: $1,195,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 330758, Location: 4.5 MI SE OF LITTLE FALLS (Lat: 42.986953, Lng: -74.799694), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 136 (year 2017), Average Future Daily Traffic: 190 (year 2037), Design Load: HL 93, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $753,000, Roadway Improvement Cost: $441,000, Total Project Cost: $1,195,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 330759, Location: 4.5 MI SE OF LITTLE FALLS (Lat: 42.992578, Lng: -74.792381), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 136 (year 2017), Average Future Daily Traffic: 190 (year 2037), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: CR102 CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $395,000, Total Project Cost: $1,069,000 ( 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: 330759, Location: 4.5 MI SE OF LITTLE FALLS (Lat: 42.992578, Lng: -74.792381), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 136 (year 2017), Average Future Daily Traffic: 190 (year 2037), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: CR102 CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $395,000, Total Project Cost: $1,069,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 33076, Location: 4.5 MI SE OF LITTLE FALLS (Lat: 42.995542, Lng: -74.788519), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 136 (year 2017), Average Future Daily Traffic: 190 (year 2037), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: CR102 CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 86.2 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $666,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,056,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 33076, Location: 4.5 MI SE OF LITTLE FALLS (Lat: 42.995542, Lng: -74.788519), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 136 (year 2017), Average Future Daily Traffic: 190 (year 2037), Design Load: HS 25 or greater, Features Intersected: NOWADAGA CREEK, Facility Carried by Structure: CR102 CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 86.2 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $666,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,056,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 5002781, Location: 05MI E INT 29A RTE 90I (Lat: 43.017006, Lng: -74.811231), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,978 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 15,369 (year 2035), Design Load: HS 20+Mod, Features Intersected: RTE 5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.341, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $965,000, Total Project Cost: $2,614,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5002781, Location: 05MI E INT 29A RTE 90I (Lat: 43.017006, Lng: -74.811231), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,978 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 15,369 (year 2035), Design Load: HS 20+Mod, Features Intersected: RTE 5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.341, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $965,000, Total Project Cost: $2,614,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5002782, Location: 05MI E INT 29A RTE 90I (Lat: 43.016797, Lng: -74.810881), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 9,266 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 10,306 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.322, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $965,000, Total Project Cost: $2,614,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5002782, Location: 05MI E INT 29A RTE 90I (Lat: 43.016797, Lng: -74.810881), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 9,266 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 10,306 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.322, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $965,000, Total Project Cost: $2,614,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5510001, Location: RTE 90-I AT INT 29A (Lat: 43.016664, Lng: -74.817719), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 1994, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 11,090 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 15,526 (year 2034), Design Load: HS 20+Mod, Features Intersected: EXIT 29A RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.888, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.6 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,456,000, Roadway Improvement Cost: $853,000, Total Project Cost: $2,309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 5510001, Location: RTE 90-I AT INT 29A (Lat: 43.016664, Lng: -74.817719), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 1994, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 11,090 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 15,526 (year 2034), Design Load: HS 20+Mod, Features Intersected: EXIT 29A RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.888, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.6 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,456,000, Roadway Improvement Cost: $853,000, Total Project Cost: $2,309,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 5510002, Location: 90IX AT EXIT 29A (Lat: 43.016422, Lng: -74.817664), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 2007, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 9,266 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 10,306 (year 2040), Design Load: HS 20+Mod, Features Intersected: EXIT 29A RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.775, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,704,000, Roadway Improvement Cost: $998,000, Total Project Cost: $2,702,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5510002, Location: 90IX AT EXIT 29A (Lat: 43.016422, Lng: -74.817664), Route carried "on" structure: Interstate 90, Year Built: 1970, Year Reconstructed: 2007, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 9,266 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 10,306 (year 2040), Design Load: HS 20+Mod, Features Intersected: EXIT 29A RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.775, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,704,000, Roadway Improvement Cost: $998,000, Total Project Cost: $2,702,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 551001, Location: .3 MI N JCT SH29A & SH 5S (Lat: 43.021008, Lng: -74.818778), Route carried "on" structure: Ramp Interstate , Year Built: 1974, Status: Open, Structure Length: 3.17m (10.40ft), Truck Traffic: 10%, Design Load: HS 20+Mod, Features Intersected: RTE 5S, Facility Carried by Structure: Ramp 90I to 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,182,000, Roadway Improvement Cost: $692,000, Total Project Cost: $1,874,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 551001, Location: .3 MI N JCT SH29A & SH 5S (Lat: 43.021008, Lng: -74.818778), Route carried "on" structure: Ramp Interstate , Year Built: 1974, Status: Open, Structure Length: 3.17m (10.40ft), Truck Traffic: 10%, Design Load: HS 20+Mod, Features Intersected: RTE 5S, Facility Carried by Structure: Ramp 90I to 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,182,000, Roadway Improvement Cost: $692,000, Total Project Cost: $1,874,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 551601, Location: 3.0 MI SW ST. JOHNSVILLE (Lat: 42.997064, Lng: -74.745603), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 364 (year 2036), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 188 RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.26m (27.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,536,000, Roadway Improvement Cost: $899,000, Total Project Cost: $2,435,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 551601, Location: 3.0 MI SW ST. JOHNSVILLE (Lat: 42.997064, Lng: -74.745603), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 364 (year 2036), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 188 RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.26m (27.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,536,000, Roadway Improvement Cost: $899,000, Total Project Cost: $2,435,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5516021, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006303, Lng: -74.777667), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 11,090 (year 2014), Truck Traffic: 23%, Design Load: HS 20+Mod, Features Intersected: DEPOT RD, Nowadaga Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.315, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,269,000, Roadway Improvement Cost: $1,328,000, Total Project Cost: $3,597,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 5516021, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006303, Lng: -74.777667), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 11,090 (year 2014), Truck Traffic: 23%, Design Load: HS 20+Mod, Features Intersected: DEPOT RD, Nowadaga Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.315, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,269,000, Roadway Improvement Cost: $1,328,000, Total Project Cost: $3,597,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 5516022, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006114, Lng: -74.777917), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,266 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 10,306 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEPOT RD, Nowadaga Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.315, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,217,000, Roadway Improvement Cost: $1,298,000, Total Project Cost: $3,515,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 5516022, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006114, Lng: -74.777917), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,266 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 10,306 (year 2040), Design Load: HS 20+Mod, Features Intersected: DEPOT RD, Nowadaga Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.315, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,217,000, Roadway Improvement Cost: $1,298,000, Total Project Cost: $3,515,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 5002781, Location: 05MI E INT 29A RTE 90I (Lat: 43.017006, Lng: -74.811231), Route carried "under" structure: State highway 5S, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 2,058 (year 2015), Features Intersected: RTE 5S, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 34.899, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 5002781, Location: 05MI E INT 29A RTE 90I (Lat: 43.017006, Lng: -74.811231), Route carried "under" structure: State highway 5S, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 2,058 (year 2015), Features Intersected: RTE 5S, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 34.899, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Find on map >> Show street view
Structure Number: 5002782, Location: 05MI E INT 29A RTE 90I (Lat: 43.016797, Lng: -74.810881), Route carried "under" structure: State highway 5S, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 2,058 (year 2015), Features Intersected: RTE 5S, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 34.899, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 5002782, Location: 05MI E INT 29A RTE 90I (Lat: 43.016797, Lng: -74.810881), Route carried "under" structure: State highway 5S, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 2,058 (year 2015), Features Intersected: RTE 5S, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 34.899, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Find on map >> Show street view
Structure Number: 5510001, Location: RTE 90-I AT INT 29A (Lat: 43.016664, Lng: -74.817719), Route carried "under" structure: Ramp Interstate , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 500 (year 2015), Features Intersected: EXIT 29A RAMP, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 5510001, Location: RTE 90-I AT INT 29A (Lat: 43.016664, Lng: -74.817719), Route carried "under" structure: Ramp Interstate , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 500 (year 2015), Features Intersected: EXIT 29A RAMP, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 5510002, Location: 90IX AT EXIT 29A (Lat: 43.016422, Lng: -74.817664), Route carried "under" structure: Ramp Interstate , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 500 (year 2015), Features Intersected: EXIT 29A RAMP, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 5510002, Location: 90IX AT EXIT 29A (Lat: 43.016422, Lng: -74.817664), Route carried "under" structure: Ramp Interstate , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 500 (year 2015), Features Intersected: EXIT 29A RAMP, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 551001, Location: .3 MI N JCT SH29A & SH 5S (Lat: 43.021008, Lng: -74.818778), Route carried "under" structure: Alternate State highway 5S, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,058 (year 2015), Features Intersected: RTE 5S, Facility Carried by Structure: Ramp 90I to 169
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 34.272, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 551001, Location: .3 MI N JCT SH29A & SH 5S (Lat: 43.021008, Lng: -74.818778), Route carried "under" structure: Alternate State highway 5S, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,058 (year 2015), Features Intersected: RTE 5S, Facility Carried by Structure: Ramp 90I to 169
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 34.272, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Find on map >> Show street view
Structure Number: 551601, Location: 3.0 MI SW ST. JOHNSVILLE (Lat: 42.997064, Lng: -74.745603), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 11,712 (year 1977), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 188 RIVER RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 332.435, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 551601, Location: 3.0 MI SW ST. JOHNSVILLE (Lat: 42.997064, Lng: -74.745603), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 11,712 (year 1977), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CR 188 RIVER RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 332.435, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Find on map >> Show street view
Structure Number: 5516021, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006303, Lng: -74.777667), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 20 (year 2000), Features Intersected: DEPOT RD, Nowadaga Creek, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 5516021, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006303, Lng: -74.777667), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 20 (year 2000), Features Intersected: DEPOT RD, Nowadaga Creek, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Find on map >> Show street view
Structure Number: 5516022, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006114, Lng: -74.777917), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 20 (year 2000), Features Intersected: DEPOT RD, Nowadaga Creek, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 5516022, Location: 3.5 MI SE OF LITTLE FALLS (Lat: 43.006114, Lng: -74.777917), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 20 (year 2000), Features Intersected: DEPOT RD, Nowadaga Creek, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)