Bridge Statistics for Sunderland, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 141ft / 42.8mTotal length
- $3,322,000Total costs
- 35,100Total average daily traffic
- 2,814Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sunderland
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11920-1929
- 41930-1939
- 11950-1959
- 21960-1969
- 11970-1979
- 71980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 53.3%Very good
- 40.0%Good
- 6.7%Satisfactory
- Bridge Condition - Superstructure
- 53.3%Very good
- 33.3%Good
- 6.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 26.7%Very good
- 73.3%Good
- Bridge Condition - Channel
- 53.8%Very good
- 30.8%Good
- 15.4%Satisfactory
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Structure Number: 100215000302151, Location: 0.1 MI JCT TH 2 & TH 1 (Lat: 43.108694, Lng: -73.119503), Route carried "on" structure: Other road C2002, Year Built: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 810 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 851 (year 2029), Design Load: HS 25 or greater, Features Intersected: VERMONT RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 100215000302151, Location: 0.1 MI JCT TH 2 & TH 1 (Lat: 43.108694, Lng: -73.119503), Route carried "on" structure: Other road C2002, Year Built: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 810 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 851 (year 2029), Design Load: HS 25 or greater, Features Intersected: VERMONT RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 100215000502151, Location: 0.1 MI JCT RT 7 & TH 2 (Lat: 43.115153, Lng: -73.120461), Route carried "on" structure: Other road C2002, Year Built: 1951, Year Reconstructed: 2015, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2026), Design Load: HL 93, Features Intersected: BATTEN KILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100215000502151, Location: 0.1 MI JCT RT 7 & TH 2 (Lat: 43.115153, Lng: -73.120461), Route carried "on" structure: Other road C2002, Year Built: 1951, Year Reconstructed: 2015, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 500 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2026), Design Load: HL 93, Features Intersected: BATTEN KILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100215001102151, Location: JCT TH 4 & TH 8 (Lat: 43.111517, Lng: -73.102592), Route carried "on" structure: Other road C3004, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Design Load: HL 93, Features Intersected: MILL BROOK, Facility Carried by Structure: C4004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100215001102151, Location: JCT TH 4 & TH 8 (Lat: 43.111517, Lng: -73.102592), Route carried "on" structure: Other road C3004, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 53 (year 2029), Design Load: HL 93, Features Intersected: MILL BROOK, Facility Carried by Structure: C4004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200019002002152, Location: US 7 EXIT 3 (Lat: 43.047014, Lng: -73.129158), Route carried "on" structure: US 7, Year Built: 1982, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 7,800 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 8,190 (year 2028), Design Load: HS 25 or greater, Features Intersected: US 7 OVER VT 313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.702, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200019002002152, Location: US 7 EXIT 3 (Lat: 43.047014, Lng: -73.129158), Route carried "on" structure: US 7, Year Built: 1982, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 7,800 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 8,190 (year 2028), Design Load: HS 25 or greater, Features Intersected: US 7 OVER VT 313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.702, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200019002202152, Location: 0.9 MI N EXIT 3 (Lat: 43.060478, Lng: -73.125147), Route carried "on" structure: US 7, Year Built: 1982, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,510 (year 2028), Design Load: HS 25 or greater, Features Intersected: ROARING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200019002202152, Location: 0.9 MI N EXIT 3 (Lat: 43.060478, Lng: -73.125147), Route carried "on" structure: US 7, Year Built: 1982, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,510 (year 2028), Design Load: HS 25 or greater, Features Intersected: ROARING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200114000302012, Location: 1.0 MI E JCT. VT.7A S (Lat: 43.062617, Lng: -73.143672), Route carried "on" structure: County highway 1, Year Built: 1934, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2027), Design Load: H 15, Features Intersected: FAYVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $50,000, Total Project Cost: $422,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200114000302012, Location: 1.0 MI E JCT. VT.7A S (Lat: 43.062617, Lng: -73.143672), Route carried "on" structure: County highway 1, Year Built: 1934, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2027), Design Load: H 15, Features Intersected: FAYVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $50,000, Total Project Cost: $422,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200114001202152, Location: 8.5 MI E JCT US 7 (Lat: 43.053228, Lng: -73.054800), Route carried "on" structure: Federal lands road 3, Year Built: 1966, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Design Load: H 15, Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200114001202152, Location: 8.5 MI E JCT US 7 (Lat: 43.053228, Lng: -73.054800), Route carried "on" structure: Federal lands road 3, Year Built: 1966, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Design Load: H 15, Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200114001402152, Location: 2.4 MI E JCT. U.S.7 (Lat: 43.057514, Lng: -73.119025), Route carried "on" structure: County highway 3, Year Built: 2006, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 840 (year 2027), Design Load: HS 25 or greater, Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $723,000, Roadway Improvement Cost: $50,000, Total Project Cost: $773,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200114001402152, Location: 2.4 MI E JCT. U.S.7 (Lat: 43.057514, Lng: -73.119025), Route carried "on" structure: County highway 3, Year Built: 2006, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 840 (year 2027), Design Load: HS 25 or greater, Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $723,000, Roadway Improvement Cost: $50,000, Total Project Cost: $773,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200114001502152, Location: 6.8 MI E JCT US 7 (Lat: 43.051397, Lng: -73.075328), Route carried "on" structure: Federal lands road 3, Year Built: 1939, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $150,000, Total Project Cost: $793,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200114001502152, Location: 6.8 MI E JCT US 7 (Lat: 43.051397, Lng: -73.075328), Route carried "on" structure: Federal lands road 3, Year Built: 1939, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $150,000, Total Project Cost: $793,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200114001602152, Location: 6.3 MI E JCT US 7 (Lat: 43.050306, Lng: -73.084483), Route carried "on" structure: Federal lands road 3, Year Built: 2015, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Design Load: HL 93, Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200114001602152, Location: 6.3 MI E JCT US 7 (Lat: 43.050306, Lng: -73.084483), Route carried "on" structure: Federal lands road 3, Year Built: 2015, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Design Load: HL 93, Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 200114001702152, Location: 7.4 MI E JCT US 7 (Lat: 43.057417, Lng: -73.069419), Route carried "on" structure: Federal lands road 3, Year Built: 1935, Year Reconstructed: 2015, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
Structure Number: 200114001702152, Location: 7.4 MI E JCT US 7 (Lat: 43.057417, Lng: -73.069419), Route carried "on" structure: Federal lands road 3, Year Built: 1935, Year Reconstructed: 2015, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 70 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 74 (year 2027), Features Intersected: ROARING BRANCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed
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Structure Number: 200114014A02152, Location: 2.0 MI E JCT US 7 (Lat: 43.058289, Lng: -73.125692), Route carried "on" structure: County highway 3, Year Built: 1982, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 840 (year 2027), Design Load: HS 20+Mod, Features Intersected: US 7 UNDER FAS 114 TR3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200114014A02152, Location: 2.0 MI E JCT US 7 (Lat: 43.058289, Lng: -73.125692), Route carried "on" structure: County highway 3, Year Built: 1982, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 800 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 840 (year 2027), Design Load: HS 20+Mod, Features Intersected: US 7 UNDER FAS 114 TR3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200171000402152, Location: 1.2 MI E JCT TH 2 (Lat: 43.115028, Lng: -73.095828), Route carried "on" structure: County highway 1, Year Built: 1936, Year Reconstructed: 1985, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 830 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 872 (year 2027), Design Load: HS 20+Mod, Features Intersected: BATTEN KILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200171000402152, Location: 1.2 MI E JCT TH 2 (Lat: 43.115028, Lng: -73.095828), Route carried "on" structure: County highway 1, Year Built: 1936, Year Reconstructed: 1985, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 830 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 872 (year 2027), Design Load: HS 20+Mod, Features Intersected: BATTEN KILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 200171000602152, Location: 0.4 MI S. JCT TH2 & TH11 (Lat: 43.072167, Lng: -73.133089), Route carried "on" structure: County highway 2, Year Built: 1870, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 830 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 872 (year 2027), Design Load: H 20, Features Intersected: ROARING BRANCH
Minimum Vertical Clearance: 2.92m (9.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $50,000, Total Project Cost: $577,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200171000602152, Location: 0.4 MI S. JCT TH2 & TH11 (Lat: 43.072167, Lng: -73.133089), Route carried "on" structure: County highway 2, Year Built: 1870, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 830 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 872 (year 2027), Design Load: H 20, Features Intersected: ROARING BRANCH
Minimum Vertical Clearance: 2.92m (9.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $50,000, Total Project Cost: $577,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200215000503032, Location: 2.1 MI S JCT. U.S.2 W (Lat: 44.383139, Lng: -72.144725), Route carried "on" structure: County highway 3, Year Built: 1929, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2027), Design Load: H 10, Features Intersected: JOES BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $150,000, Total Project Cost: $757,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 200215000503032, Location: 2.1 MI S JCT. U.S.2 W (Lat: 44.383139, Lng: -72.144725), Route carried "on" structure: County highway 3, Year Built: 1929, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,260 (year 2027), Design Load: H 10, Features Intersected: JOES BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $150,000, Total Project Cost: $757,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2002150D2302151, Location: 2.7 MI N EXIT 3 (Lat: 43.082908, Lng: -73.110753), Route carried "on" structure: County highway TH4, Year Built: 1982, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: HS 20, Features Intersected: TH NO 4 OVER US 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State 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: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2002150D2302151, Location: 2.7 MI N EXIT 3 (Lat: 43.082908, Lng: -73.110753), Route carried "on" structure: County highway TH4, Year Built: 1982, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 105 (year 2029), Design Load: HS 20, Features Intersected: TH NO 4 OVER US 7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State 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: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200319001102152, Location: 1.9 MI E JCT VT 7A (Lat: 43.051364, Lng: -73.136031), Route carried "on" structure: State highway 313, Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,730 (year 2028), Design Load: HS 20, Features Intersected: FAYSVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 200319001102152, Location: 1.9 MI E JCT VT 7A (Lat: 43.051364, Lng: -73.136031), Route carried "on" structure: State highway 313, Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,730 (year 2028), Design Load: HS 20, Features Intersected: FAYSVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 200019002002152, Location: US 7 EXIT 3 (Lat: 43.047014, Lng: -73.129158), Route carried "under" structure: State highway 313, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 1996), Truck Traffic: 9%, Features Intersected: US 7 OVER VT 313, Facility Carried by Structure: US 00007 ML
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 13.786, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 200019002002152, Location: US 7 EXIT 3 (Lat: 43.047014, Lng: -73.129158), Route carried "under" structure: State highway 313, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 1996), Truck Traffic: 9%, Features Intersected: US 7 OVER VT 313, Facility Carried by Structure: US 00007 ML
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 13.786, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 200114014A02152, Location: 2.0 MI E JCT US 7 (Lat: 43.058289, Lng: -73.125692), Route carried "under" structure: US 7, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 9%, Features Intersected: US 7 UNDER FAS 114 TR3, Facility Carried by Structure: TR 03 FAS 114
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 40.973, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 200114014A02152, Location: 2.0 MI E JCT US 7 (Lat: 43.058289, Lng: -73.125692), Route carried "under" structure: US 7, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 9%, Features Intersected: US 7 UNDER FAS 114 TR3, Facility Carried by Structure: TR 03 FAS 114
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 40.973, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 2002150D2302151, Location: 2.7 MI N EXIT 3 (Lat: 43.082908, Lng: -73.110753), Route carried "under" structure: US 7, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 9%, Features Intersected: US 7 UNDER TH NO 4, Facility Carried by Structure: TR 00TH4
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 44.030, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 2002150D2302151, Location: 2.7 MI N EXIT 3 (Lat: 43.082908, Lng: -73.110753), Route carried "under" structure: US 7, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 9%, Features Intersected: US 7 UNDER TH NO 4, Facility Carried by Structure: TR 00TH4
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 44.030, Lanes on structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)