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Bridge Statistics for Essex, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Essex, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 52 meters (171ft) Total costs: $18,777,000 Total average daily traffic: 64,300 Total average daily truck traffic: 5,550 National Bridge Inventory (NBI) Registered Bridges for Essex
Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100406001904061, Location: 0.1 MI TO JCT W VT128 (Lat: 44.554444, Lng: -73.034722), Route carried "on" structure: Other road C3044, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 50 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2019), Design Load: H 20, Features Intersected: BROWNS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: October 2007, Critical Feature Inspection Date: October 2007, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $150,000, Total Project Cost: $613,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 100406002004061, Location: 0.04 MI TO JCT W VT2A (Lat: 44.519444, Lng: -73.122500), Route carried "on" structure: Other road C3023, Year Built: 1910, Year Reconstructed: 1991, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,500 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 2,250 (year 2019), Features Intersected: NEW ENGLAND CENTRAL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $150,000, Total Project Cost: $631,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 200030000504062, Location: 2.1 MI E JCT. VT.128 (Lat: 44.502222, Lng: -73.021389), Route carried "on" structure: State highway 15, Year Built: 1968, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 10,400 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 15,600 (year 2018), Design Load: HS 20, Features Intersected: BROWNS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.342, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $972,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,122,000 ( 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: 200030002A04062, Location: 1.5 MI E JCT. VT. 2A (Lat: 44.506944, Lng: -73.088333), Route carried "on" structure: State highway 15, Year Built: 1993, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 11,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 16,500 (year 2018), Design Load: HS 25, Features Intersected: VT 15 OVER VT 289 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.405, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $3,416,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,566,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200033001304062, Location: 0.1 MI E JCT. VT. 2A (Lat: 44.518333, Lng: -73.121944), Route carried "on" structure: Ramp State highway 289, Year Built: 1993, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 9,750 (year 2018), Design Load: HS 25, Features Intersected: RAMP D OVER NEC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.598, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), 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: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,599,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,749,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200033001404062, Location: 0.1 MI E JCT. VT. 2A (Lat: 44.516667, Lng: -73.120833), Route carried "on" structure: Ramp State highway 289, Year Built: 1993, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 6,500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 9,750 (year 2018), Design Load: HS 25, Features Intersected: RAMP A OVER NEC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.615, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.7m (172.9ft), 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: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.22m (36.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,975,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,125,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200033001704062, Location: 0.9 MI E VT 15 (Lat: 44.500833, Lng: -73.071944), Route carried "on" structure: Ramp State highway 289, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,200 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 4,800 (year 2016), Design Load: HS 25, Features Intersected: ALDER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.814, 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $25,000, Total Project Cost: $219,000 ( Estimate for 2007) Find on map >>
Structure Number: 200033001804062, Location: 2.0 MI E JCT VT 15 (Lat: 44.487778, Lng: -73.063611), Route carried "on" structure: Ramp State highway 289, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 6,300 (year 2018), Design Load: HS 25, Features Intersected: ALDER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $25,000, Total Project Cost: $254,000 ( Estimate for 2007) Find on map >>
Structure Number: 200229000304062, Location: 1.0 MI N JCT. VT.15 (Lat: 44.516389, Lng: -73.040000), Route carried "on" structure: State highway 128, Year Built: 1940, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 6,300 (year 2018), Design Load: H 15, Features Intersected: BROWNS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State 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: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $712,000, Roadway Improvement Cost: $150,000, Total Project Cost: $862,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2004060D1604061, Location: 0.6 MI S JCT. VT 15 (Lat: 44.504722, Lng: -73.078889), Route carried "on" structure: County highway TH95, Year Built: 1993, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 670 (year 1997), Truck Traffic: 2%, Average Future Daily Traffic: 1,005 (year 2017), Design Load: HS 25, Features Intersected: TH 95 OVER VT 289, Facility Carried by Structure: TH 95 (ESSEX WAY) 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: 18.6m (61.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $3,513,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,663,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 205408000804062, Location: 0.34 MI TO JCT W VT117 (Lat: 44.471111, Lng: -73.043889), Route carried "on" structure: City street NWILR, Year Built: 1993, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,800 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 5,700 (year 2024), Design Load: HS 25, Features Intersected: WINOOSKI RIVER, Facility Carried by Structure: N. WILLISTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.45m (31.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2006, Underwater Inspection Date: September 2003, Bridge Improvement Cost: $2,823,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,973,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200030002A04062, Location: EXIT 9 (Lat: 44.506944, Lng: -73.088333), Route carried "under" structure: Ramp State highway 289, Year Built: 1993, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 9,150 (year 1998), Truck Traffic: 10%, Features Intersected: VT 15 OVER VT 289, Facility Carried by Structure: VT 00015 ML Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 15.286, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft) Find on map >>
Structure Number: 2004060D1604061, Location: EXIT 10 (Lat: 44.504722, Lng: -73.078889), Route carried "under" structure: Ramp State highway 289, Year Built: 1993, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,130 (year 1997), Truck Traffic: 6%, Features Intersected: VT 289 UNDER TH 95, Facility Carried by Structure: TH 0095 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 16.042, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Discuss this city on our hugely popular Vermont forum Back to: Essex, VT, Vermont, All US cities.
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