Bridge Statistics for Troy, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 101017000210171,  Location: 0.01 MI TO JCT W C3 TH28 (Lat: 44.848333,  Lng: -72.398611),  Route carried "on" structure: Other road C3035,  Year Built: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 35 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 52 (year 2018),  Design Load: H 20,  Features Intersected: MINERAL SPRING BROOK
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $140,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>

Structure Number: 101017000510171,  Location: 0.9 MI TO JCT W CL3 TH8 (Lat: 44.998611,  Lng: -72.359167),  Route carried "on" structure: Other road C3005,  Year Built: 1982,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 60 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 90 (year 2018),  Design Load: HS 20,  Features Intersected: MUD CREEK
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: 12.8m (42.0ft),  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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 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,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $677,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 101017000810171,  Location: 0.06 MI TO JCT W C3 TH22 (Lat: 44.956389,  Lng: -72.393611),  Route carried "on" structure: Other road C3012,  Year Built: 1910,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 70 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 105 (year 2026),  Features Intersected: MISSISQUOI RIVER
Minimum Vertical Clearance: 2.90m (9.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.5m (11.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Inventory Rating: 5.4 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $541,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>

Structure Number: 101017000910171,  Location: 0.8 MI TO JCT W VT100 (Lat: 44.916389,  Lng: -72.396111),  Route carried "on" structure: Other road C3022,  Year Built: 1990,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 274 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 411 (year 2024),  Design Load: HS 20,  Features Intersected: MISSISQUOI 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: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.7 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: 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: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,078,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,228,000 ( 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: 101017001410171,  Location: 0.55 MI TO JCT W VT100 (Lat: 44.898056,  Lng: -72.391944),  Route carried "on" structure: Other road C3028,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 420 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 630 (year 2018),  Design Load: H 15,  Features Intersected: BEETLE BROOK
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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $533,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 101017001510171,  Location: 0.05 MI TO JCT W C3 TH28 (Lat: 44.896944,  Lng: -72.390833),  Route carried "on" structure: Other road C3029,  Year Built: 1946,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 30 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 45 (year 2018),  Features Intersected: BEETLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $417,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 101017001610171,  Location: 0.3 MI TO JCT W CL3 TH28 (Lat: 44.896389,  Lng: -72.386111),  Route carried "on" structure: Other road C4029,  Year Built: 1946,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 15 (year 2018),  Features Intersected: BEETLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Inventory Rating: 2.7 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Other Special Inspection Date: August 2007,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $406,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>

Structure Number: 200029025210172,  Location: 0.5 MI N JCT. VT.101 (Lat: 44.905556,  Lng: -72.396944),  Route carried "on" structure: State highway 100,  Year Built: 1929,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 2,600 (year 1998),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,900 (year 2018),  Design Load: H 15,  Features Intersected: MISSISQUOI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 304.759,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 41.4 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,373,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,523,000 ( 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: 200311000310172,  Location: 0.2 MI S JCT. VT.105 (Lat: 44.962778,  Lng: -72.413611),  Route carried "on" structure: State highway 101,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,100 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,650 (year 2018),  Design Load: H 20,  Features Intersected: JAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: July 2007,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $192,000 ( Estimate for 2007)

Find on map >>

Structure Number: 101017001310171,  Location: 0.02 MI TO JCT W VT105 (Lat: 44.992222,  Lng: -72.385000),  Route carried "under" structure: Other road C3041,  Year Built: 1915,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50 (year 1998),  Features Intersected: MAINE/MONTRL/ATLANTIC RR,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 3.91m (12.83ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.0m (23.0ft)