Bridge Statistics for Le Ray, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 121ft / 36.9mTotal length
- $22,500,000Total costs
- 63,167Total average daily traffic
- 4,422Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Le Ray
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 31960-1969
- 11980-1989
- 22000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Excellent
- 10.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 10.0%Excellent
- 20.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 50.0%Good
- 16.7%Satisfactory
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Structure Number: 100053, Location: .4 MI E JCT SH 3 & SH 342 (Lat: 44.003094, Lng: -75.807892), Route carried "on" structure: State highway 3, Year Built: 1948, Year Reconstructed: 2014, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 5,718 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,744 (year 2040), Design Load: HS 20, Features Intersected: POWER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.871, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $1,563,000, Roadway Improvement Cost: $916,000, Total Project Cost: $2,479,000 ( 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: 100053, Location: .4 MI E JCT SH 3 & SH 342 (Lat: 44.003094, Lng: -75.807892), Route carried "on" structure: State highway 3, Year Built: 1948, Year Reconstructed: 2014, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 5,718 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,744 (year 2040), Design Load: HS 20, Features Intersected: POWER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.871, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $1,563,000, Roadway Improvement Cost: $916,000, Total Project Cost: $2,479,000 ( 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: 100868, Location: 3.9 MI N JCT US11 & SH342 (Lat: 44.080228, Lng: -75.814883), Route carried "on" structure: US 11, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,380 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 12,438 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.403, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 6 degrees, 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: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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, Inspection Date: June 2021, Bridge Improvement Cost: $2,485,000, Roadway Improvement Cost: $1,455,000, Total Project Cost: $3,941,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 100868, Location: 3.9 MI N JCT US11 & SH342 (Lat: 44.080228, Lng: -75.814883), Route carried "on" structure: US 11, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12,380 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 12,438 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.403, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 6 degrees, 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: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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, Inspection Date: June 2021, Bridge Improvement Cost: $2,485,000, Roadway Improvement Cost: $1,455,000, Total Project Cost: $3,941,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 101893, Location: .2 MI E JCT US 11 & SH342 (Lat: 44.032669, Lng: -75.839372), Route carried "on" structure: State highway 342, Year Built: 2004, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,930 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,633 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSXT/DEPT-DEFENSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $588,000, Total Project Cost: $1,593,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101893, Location: .2 MI E JCT US 11 & SH342 (Lat: 44.032669, Lng: -75.839372), Route carried "on" structure: State highway 342, Year Built: 2004, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,930 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,633 (year 2040), Design Load: HS 25 or greater, Features Intersected: CSXT/DEPT-DEFENSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $588,000, Total Project Cost: $1,593,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 107271, Location: .3 MI NE JCT RTS 11 & 26 (Lat: 44.086589, Lng: -75.793181), Route carried "on" structure: US 11, Year Built: 1963, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,984 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 7,050 (year 2040), Design Load: H 20, Features Intersected: PLEASANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $152,000, Total Project Cost: $413,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107271, Location: .3 MI NE JCT RTS 11 & 26 (Lat: 44.086589, Lng: -75.793181), Route carried "on" structure: US 11, Year Built: 1963, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,984 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 7,050 (year 2040), Design Load: H 20, Features Intersected: PLEASANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $152,000, Total Project Cost: $413,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107399, Location: 2.4 MI S JCT US 11 & SH26 (Lat: 44.052708, Lng: -75.829514), Route carried "on" structure: State highway 971Q, Year Built: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 12,906 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 15,678 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $842,000, Roadway Improvement Cost: $493,000, Total Project Cost: $1,335,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 107399, Location: 2.4 MI S JCT US 11 & SH26 (Lat: 44.052708, Lng: -75.829514), Route carried "on" structure: State highway 971Q, Year Built: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 12,906 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 15,678 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $842,000, Roadway Improvement Cost: $493,000, Total Project Cost: $1,335,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 107915, Location: 1.36 Mi West of Rte 11 (Lat: 44.060528, Lng: -75.858061), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 912 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,277 (year 2040), Design Load: HL 93, Features Intersected: 781I 781I73011035 - WB,, Facility Carried by Structure: Goulds Corners Rd
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 5.873, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 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: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,378,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $3,771,000 ( 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: 107915, Location: 1.36 Mi West of Rte 11 (Lat: 44.060528, Lng: -75.858061), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 912 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,277 (year 2040), Design Load: HL 93, Features Intersected: 781I 781I73011035 - WB,, Facility Carried by Structure: Goulds Corners Rd
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 5.873, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 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: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,378,000, Roadway Improvement Cost: $1,393,000, Total Project Cost: $3,771,000 ( 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: 107916, Location: I781 over Rt 11 (Lat: 44.053714, Lng: -75.833556), Route carried "on" structure: Interstate 781, Year Built: 2012, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,002 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,442 (year 2040), Design Load: HL 93, Features Intersected: 11 11 73053061
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 7.208, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 60.9 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: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,990,000, Roadway Improvement Cost: $2,337,000, Total Project Cost: $6,327,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107916, Location: I781 over Rt 11 (Lat: 44.053714, Lng: -75.833556), Route carried "on" structure: Interstate 781, Year Built: 2012, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,002 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 10,442 (year 2040), Design Load: HL 93, Features Intersected: 11 11 73053061
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 7.208, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 60.9 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: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,990,000, Roadway Improvement Cost: $2,337,000, Total Project Cost: $6,327,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333907, Location: 1.5 MI.N.OF EVANS MILLS (Lat: 44.111272, Lng: -75.782372), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 770 (year 2037), Design Load: HS 25 or greater, Features Intersected: INDIAN RIVER, Facility Carried by Structure: ELM RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, 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: 30.1m (98.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $545,000, Total Project Cost: $1,475,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333907, Location: 1.5 MI.N.OF EVANS MILLS (Lat: 44.111272, Lng: -75.782372), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 770 (year 2037), Design Load: HS 25 or greater, Features Intersected: INDIAN RIVER, Facility Carried by Structure: ELM RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, 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: 30.1m (98.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $545,000, Total Project Cost: $1,475,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333908, Location: 1.5 MI N OF EVANS MILLS (Lat: 44.109906, Lng: -75.781764), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 112 (year 2039), Features Intersected: TROUT BROOK, Facility Carried by Structure: ANSTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.3 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $113,000, Total Project Cost: $307,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other
Structure Number: 333908, Location: 1.5 MI N OF EVANS MILLS (Lat: 44.109906, Lng: -75.781764), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 112 (year 2039), Features Intersected: TROUT BROOK, Facility Carried by Structure: ANSTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.3 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $113,000, Total Project Cost: $307,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other
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Structure Number: 333909, Location: 6.5 MI S OF THERESA (Lat: 44.133194, Lng: -75.792489), Route carried "on" structure: Other road , Year Built: 1931, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 21 (year 2039), Features Intersected: INDIAN RIVER, Facility Carried by Structure: JOACHIM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $251,000, Total Project Cost: $681,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333909, Location: 6.5 MI S OF THERESA (Lat: 44.133194, Lng: -75.792489), Route carried "on" structure: Other road , Year Built: 1931, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 21 (year 2039), Features Intersected: INDIAN RIVER, Facility Carried by Structure: JOACHIM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $251,000, Total Project Cost: $681,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33391, Location: 3.8 MI NW OF EVANS MILLS (Lat: 44.119731, Lng: -75.864614), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 364 (year 2036), Features Intersected: LOWELL CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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 - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $66,000, Total Project Cost: $178,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33391, Location: 3.8 MI NW OF EVANS MILLS (Lat: 44.119731, Lng: -75.864614), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 364 (year 2036), Features Intersected: LOWELL CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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 - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $66,000, Total Project Cost: $178,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 107915, Location: 1.36 Mi West of Rte 11 (Lat: 44.060528, Lng: -75.858061), Route carried "under" structure: Interstate , Year Built: 2010, Structure Length: 0. m, Features Intersected: 781I 781I73011035 - WB,, Facility Carried by Structure: Goulds Corners Rd
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.172, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 107915, Location: 1.36 Mi West of Rte 11 (Lat: 44.060528, Lng: -75.858061), Route carried "under" structure: Interstate , Year Built: 2010, Structure Length: 0. m, Features Intersected: 781I 781I73011035 - WB,, Facility Carried by Structure: Goulds Corners Rd
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.172, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 107916, Location: I781 over Rt 11 (Lat: 44.053714, Lng: -75.833556), Route carried "under" structure: State highway , Year Built: 2012, Structure Length: 0. m, Features Intersected: 11 11 73053061, Facility Carried by Structure: RTE 781
Minimum Vertical Clearance: 15.60m (51.18ft), Kilometerpoint: 8.367, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.9m (203.1ft)
Structure Number: 107916, Location: I781 over Rt 11 (Lat: 44.053714, Lng: -75.833556), Route carried "under" structure: State highway , Year Built: 2012, Structure Length: 0. m, Features Intersected: 11 11 73053061, Facility Carried by Structure: RTE 781
Minimum Vertical Clearance: 15.60m (51.18ft), Kilometerpoint: 8.367, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.9m (203.1ft)
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Structure Number: 700867, Location: 0.8 MI S JCT RTS 11 + 342 (Lat: 44.023261, Lng: -75.849139), Route carried "under" structure: US 11, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 7,430 (year 2000), Features Intersected: RTE 11, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 6.162, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 700867, Location: 0.8 MI S JCT RTS 11 + 342 (Lat: 44.023261, Lng: -75.849139), Route carried "under" structure: US 11, Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 7,430 (year 2000), Features Intersected: RTE 11, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 6.162, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 32.0m (105.0ft)