Bridge Statistics for Middleburgh, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 95ft / 28.8mTotal length
- $16,403,000Total costs
- 18,551Total average daily traffic
- 1,676Total average daily truck traffic
- 19,335Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Middleburgh
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 31950-1959
- 11960-1969
- 11970-1979
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Excellent
- 20.0%Good
- 10.0%Satisfactory
- 40.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 10.0%Excellent
- 20.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Excellent
- 20.0%Very good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 36.4%Good
- 27.3%Satisfactory
- 27.3%Fair
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Structure Number: 1021, Location: .8 MI SW JCT SH 30 & SH 1 (Lat: 42.592647, Lng: -74.348356), Route carried "on" structure: State highway 30, Year Built: 1970, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,309 (year 2014), Truck Traffic: 9%, Average Future Daily Traffic: 2,408 (year 2040), Design Load: HS 20, Features Intersected: LINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.711, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $489,000, Total Project Cost: $1,324,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1021, Location: .8 MI SW JCT SH 30 & SH 1 (Lat: 42.592647, Lng: -74.348356), Route carried "on" structure: State highway 30, Year Built: 1970, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 2,309 (year 2014), Truck Traffic: 9%, Average Future Daily Traffic: 2,408 (year 2040), Design Load: HS 20, Features Intersected: LINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.711, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $489,000, Total Project Cost: $1,324,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102101, Location: JCT S.H.30 & S.H.145 (Lat: 42.599492, Lng: -74.336794), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 5,639 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,673 (year 2040), Features Intersected: SCHOHARIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.902, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.85m (35.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,863,000, Roadway Improvement Cost: $1,676,000, Total Project Cost: $4,539,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 102101, Location: JCT S.H.30 & S.H.145 (Lat: 42.599492, Lng: -74.336794), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 5,639 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 5,673 (year 2040), Features Intersected: SCHOHARIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.902, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.85m (35.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,863,000, Roadway Improvement Cost: $1,676,000, Total Project Cost: $4,539,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 103825, Location: 3 MI SE JCT SH 145 & SH30 (Lat: 42.562994, Lng: -74.305878), Route carried "on" structure: State highway 145, Year Built: 1949, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,720 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,736 (year 2040), Design Load: H 20, Features Intersected: BRN SCHOHARIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 46.7 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: 36.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $681,000, Roadway Improvement Cost: $399,000, Total Project Cost: $1,080,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103825, Location: 3 MI SE JCT SH 145 & SH30 (Lat: 42.562994, Lng: -74.305878), Route carried "on" structure: State highway 145, Year Built: 1949, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,720 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,736 (year 2040), Design Load: H 20, Features Intersected: BRN SCHOHARIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 46.7 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: 36.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $681,000, Roadway Improvement Cost: $399,000, Total Project Cost: $1,080,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103826, Location: 1.7 MI SE JCT SH145 &SH30 (Lat: 42.581042, Lng: -74.317203), Route carried "on" structure: State highway 145, Year Built: 1949, Year Reconstructed: 1991, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,720 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,736 (year 2040), Design Load: HS 20, Features Intersected: LIT SCHOHARIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $818,000, Total Project Cost: $2,214,000 ( 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: 103826, Location: 1.7 MI SE JCT SH145 &SH30 (Lat: 42.581042, Lng: -74.317203), Route carried "on" structure: State highway 145, Year Built: 1949, Year Reconstructed: 1991, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,720 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,736 (year 2040), Design Load: HS 20, Features Intersected: LIT SCHOHARIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $818,000, Total Project Cost: $2,214,000 ( 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: 103827, Location: .9 MI NW JCT SH145 & SH30 (Lat: 42.609539, Lng: -74.346817), Route carried "on" structure: State highway 145, Year Built: 1954, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,668 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,690 (year 2040), Design Load: H 20, Features Intersected: BRN SCHOHARIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $838,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,329,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 103827, Location: .9 MI NW JCT SH145 & SH30 (Lat: 42.609539, Lng: -74.346817), Route carried "on" structure: State highway 145, Year Built: 1954, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,668 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,690 (year 2040), Design Load: H 20, Features Intersected: BRN SCHOHARIE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $838,000, Roadway Improvement Cost: $491,000, Total Project Cost: $1,329,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33547, Location: 5 MI SE OF MIDDLEBURG (Lat: 42.568894, Lng: -74.262108), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 358 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 501 (year 2037), Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: HUNTERSLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.275, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $305,000, Total Project Cost: $826,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33547, Location: 5 MI SE OF MIDDLEBURG (Lat: 42.568894, Lng: -74.262108), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 358 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 501 (year 2037), Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: HUNTERSLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.275, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $305,000, Total Project Cost: $826,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335471, Location: 2 MI SW OF MIDDLEBURG (Lat: 42.594964, Lng: -74.356603), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 202 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 283 (year 2026), Design Load: HS 20, Features Intersected: LINE CREEK, Facility Carried by Structure: W MIDDLEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $284,000, Total Project Cost: $769,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335471, Location: 2 MI SW OF MIDDLEBURG (Lat: 42.594964, Lng: -74.356603), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 202 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 283 (year 2026), Design Load: HS 20, Features Intersected: LINE CREEK, Facility Carried by Structure: W MIDDLEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $284,000, Total Project Cost: $769,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335472, Location: 2 MI SW OF MIDDLEBURG (Lat: 42.596519, Lng: -74.368169), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.74m (5.71ft), Truck Traffic: 10%, Design Load: HS 25 or greater, Features Intersected: LINE CREEK, Facility Carried by Structure: W MIDDLEBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, 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: 16.7m (54.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 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: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $157,000, Total Project Cost: $426,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335472, Location: 2 MI SW OF MIDDLEBURG (Lat: 42.596519, Lng: -74.368169), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.74m (5.71ft), Truck Traffic: 10%, Design Load: HS 25 or greater, Features Intersected: LINE CREEK, Facility Carried by Structure: W MIDDLEBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, 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: 16.7m (54.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 68.9 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: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $157,000, Total Project Cost: $426,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335474, Location: 4 MI SE OF MIDDLEBURG (Lat: 42.569367, Lng: -74.266772), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 58 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 81 (year 2037), Design Load: HS 25 or greater, Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: GRIDLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.296, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.5 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,514,000, Roadway Improvement Cost: $886,000, Total Project Cost: $2,400,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335474, Location: 4 MI SE OF MIDDLEBURG (Lat: 42.569367, Lng: -74.266772), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 58 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 81 (year 2037), Design Load: HS 25 or greater, Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: GRIDLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.296, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.5 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,514,000, Roadway Improvement Cost: $886,000, Total Project Cost: $2,400,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335476, Location: 1 MI S OF MIDDLEBURG (Lat: 42.587997, Lng: -74.336378), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 836 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,170 (year 2040), Design Load: HS 25 or greater, Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: COUNTY ROAD 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.877, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $489,000, Total Project Cost: $1,324,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 335476, Location: 1 MI S OF MIDDLEBURG (Lat: 42.587997, Lng: -74.336378), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 836 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,170 (year 2040), Design Load: HS 25 or greater, Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: COUNTY ROAD 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.877, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $489,000, Total Project Cost: $1,324,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 336569, Location: HAMLET OF HUNTERSLAND (Lat: 42.569792, Lng: -74.260814), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 41 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 57 (year 2039), Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: HUNTERSLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $64,000, Total Project Cost: $172,000 ( Estimate for 2021)
Structure Number: 336569, Location: HAMLET OF HUNTERSLAND (Lat: 42.569792, Lng: -74.260814), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 41 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 57 (year 2039), Features Intersected: LIT SCHOHARIE CRK, Facility Carried by Structure: HUNTERSLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $64,000, Total Project Cost: $172,000 ( Estimate for 2021)