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Bridge Statistics for Coventry, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Coventry, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 44 meters (144ft) Total costs: $13,166,000 Total average daily traffic: 11,434 Total average daily truck traffic: 1,093 National Bridge Inventory (NBI) Registered Bridges for Coventry
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101005000110051, Location: 0.01 MI TO JCT W US5 (Lat: 44.879167, Lng: -72.251111), Route carried "on" structure: Other road C3032, Year Built: 1968, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 40 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 60 (year 2024), Features Intersected: BLACK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $150,000, Total Project Cost: $594,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101005000410051, Location: 0.15 MI TO JCT W C3 TH58 (Lat: 44.839722, Lng: -72.207500), Route carried "on" structure: Other road C2001, Year Built: 1993, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 220 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2024), Design Load: HS 20, Features Intersected: BARTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $150,000, Total Project Cost: $899,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 101005000610051, Location: 0.2 MI TO JCT W CL3 TH48 (Lat: 44.838611, Lng: -72.207778), Route carried "on" structure: Other road C2001, Year Built: 1939, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 350 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 525 (year 2015), Features Intersected: BARTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $753,000, Roadway Improvement Cost: $150,000, Total Project Cost: $903,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 101005000810051, Location: 0.25 MI TO JCT W C3 TH27 (Lat: 44.871389, Lng: -72.200556), Route carried "on" structure: Other road C2001, Year Built: 1951, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 200 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 300 (year 2015), Design Load: H 15, Features Intersected: BARTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $763,000, Roadway Improvement Cost: $150,000, Total Project Cost: $913,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101005001910051, Location: 0.05 MI TO JCT W CL2 TH1 (Lat: 44.842778, Lng: -72.208333), Route carried "on" structure: Other road C3048, Year Built: 1972, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2016), Design Load: HS 20, Features Intersected: BARTON RIVER 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), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $150,000, Total Project Cost: $545,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 101005002010051, Location: 0.3 MI TO JCT W CL3 TH7 (Lat: 44.868611, Lng: -72.270000), Route carried "on" structure: Other road C3036, Year Built: 1990, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 104 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 156 (year 2024), Design Load: HS 20, Features Intersected: BLACK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $150,000, Total Project Cost: $851,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200113017410052, Location: 0.5 MI N JCT. VT.14 N (Lat: 44.872778, Lng: -72.255556), Route carried "on" structure: US 5, Year Built: 1980, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,300 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 3,450 (year 2018), Design Load: HS 25, Features Intersected: BLACK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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 desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,573,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,723,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200251013110052, Location: 0.1 MI N JCT. U.S.5 N (Lat: 44.867778, Lng: -72.261389), Route carried "on" structure: State highway 14, Year Built: 1959, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 1,600 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2018), Design Load: H 20, Features Intersected: BLACK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $2,096,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,246,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200315000110052, Location: 0.4 MI E JCT. U.S.5 (Lat: 44.919167, Lng: -72.225833), Route carried "on" structure: State highway 918, Year Built: 1948, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 770 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 1,155 (year 2018), Design Load: H 15, Features Intersected: BLACK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: October 2003, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,430,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 201005D08N10051, Location: 4.2 MI N EXIT 26 (Lat: 44.864444, Lng: -72.184444), Route carried "on" structure: County highway TH3, Year Built: 1971, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 75 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2018), Design Load: HS 20, Features Intersected: TH NO 3 OVER I 91 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 continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, 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: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,381,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,531,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 201005D08S10051, Location: 4.2 MI N EXIT 26 (Lat: 44.864444, Lng: -72.185278), Route carried "on" structure: County highway TH3, Year Built: 1971, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 75 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2018), Design Load: HS 20, Features Intersected: TH NO 3 OVER I 91 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 continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, 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: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,381,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,531,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 201005D08N10051, Location: 4.2 MI N EXIT 26 (Lat: 44.864444, Lng: -72.184444), Route carried "under" structure: Interstate 91, Year Built: 1971, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,800 (year 1998), Truck Traffic: 13%, Features Intersected: I 91 UNDER TH NO 3, Facility Carried by Structure: TR 00003 Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 266.756, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 201005D08S10051, Location: 4.2 MI N EXIT 26 (Lat: 44.864444, Lng: -72.185278), Route carried "under" structure: Interstate 91, Year Built: 1971, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,800 (year 1998), Truck Traffic: 13%, Features Intersected: I 91 UNDER TH NO 3, Facility Carried by Structure: TR 00003 Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 267.448, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 16.8m (55.1ft) Discuss this city on our hugely popular Vermont forum Back to: Coventry, VT, Vermont, All US cities.
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