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Bridge Statistics for Brattleboro, Vermont (VT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brattleboro, VT, Vermont, Vermont forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 94 meters (308ft) Total costs: $20,497,000 Total average daily traffic: 91,370 Total average daily truck traffic: 6,696 National Bridge Inventory (NBI) Registered Bridges for Brattleboro
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101302005113021, Location: 0.04 MI TO JCT W CL1 TH2 (Lat: 42.850000, Lng: -72.589722), Route carried "on" structure: Other road C3372, Year Built: 1994, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 220 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 330 (year 2020), Design Load: HS 20, Features Intersected: WHETSTONE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.0 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 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: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $150,000, Total Project Cost: $753,000 ( 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: 200091005N13022, Location: 0.7 MI N EXIT 1 (Lat: 42.844444, Lng: -72.573056), Route carried "on" structure: Interstate 91, Year Built: 1960, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 8,900 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 13,350 (year 2018), Design Load: HS 20, Features Intersected: I 91 NB OVER MAPLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.178, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-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: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 87.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,115,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,265,000 ( 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: 200091005S13022, Location: 0.7 MI N EXIT 1 (Lat: 42.844444, Lng: -72.573333), Route carried "on" structure: Interstate 91, Year Built: 1960, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,900 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 13,350 (year 2018), Design Load: HS 20, Features Intersected: I 91 SB OVER MAPLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.178, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-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: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 87.3 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 minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,892,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,042,000 ( 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: 200091006N13022, Location: 0.2 MI S EXIT 2 (Lat: 42.848889, Lng: -72.578333), Route carried "on" structure: Interstate 91, Year Built: 1960, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 8,900 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 13,350 (year 2018), Design Load: HS 20, Features Intersected: I 91 OVER WILLIAMS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.821, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.90m (45.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $4,202,000, Roadway Improvement Cost: $150,000, Total Project Cost: $4,352,000 ( 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: 200091006S13022, Location: 0.2 MI S EXIT 2 (Lat: 42.848889, Lng: -72.578611), Route carried "on" structure: Interstate 91, Year Built: 1960, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 8,900 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 13,350 (year 2018), Design Load: HS 20, Features Intersected: I 91 OVER WILLIAMS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.821, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.90m (45.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $4,202,000, Roadway Improvement Cost: $150,000, Total Project Cost: $4,352,000 ( 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: 202000000713022, Location: 0.1 MI N JCT. VT.142 (Lat: 42.850833, Lng: -72.557500), Route carried "on" structure: US 5, Year Built: 1938, Year Reconstructed: 2003, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 15,260 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 22,890 (year 2019), Design Load: HS 25, Features Intersected: WHETSTONE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,900,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,050,000 ( 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: 202012003113022, Location: ELLIOT ST (Lat: 42.849722, Lng: -72.567778), Route carried "on" structure: City street ELLT, Year Built: 1946, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,500 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 6,750 (year 2017), Features Intersected: WHETSTONE BROOK, Facility Carried by Structure: CITY ELLIOT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $865,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,015,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 202014003213022, Location: ELM ST (Lat: 42.849167, Lng: -72.560833), Route carried "on" structure: City street ELM, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,900 (year 1997), Truck Traffic: 11%, Average Future Daily Traffic: 5,850 (year 2017), Design Load: HS 20, Features Intersected: WHETSTONE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,004,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,154,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 202028003013022, Location: GUILFORD ST (Lat: 42.849722, Lng: -72.585833), Route carried "on" structure: City street GUILF, Year Built: 1879, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,000 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2017), Features Intersected: WHETSTONE BROOK Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Inventory Rating: 2.7 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $150,000, Total Project Cost: $615,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 202048003413022, Location: WILLIAMS ST (Lat: 42.848889, Lng: -72.575000), Route carried "on" structure: City street WILMS, Year Built: 1939, Year Reconstructed: 2004, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,340 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 2,010 (year 2020), Design Load: HS 20+Mod, Features Intersected: WHETSTONE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 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 desirable 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: July 2006, Bridge Improvement Cost: $765,000, Roadway Improvement Cost: $150,000, Total Project Cost: $915,000 ( 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: 202048003513022, Location: WILLIAMS ST (Lat: 42.848611, Lng: -72.573056), Route carried "on" structure: City street WILMS, Year Built: 1930, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,300 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,950 (year 2017), Features Intersected: WHETSTONE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $150,000, Total Project Cost: $968,000 ( 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: CEPNEDVT5010002, Location: 27.4 KM N OF BRATTLEBORO (Lat: 43.020000, Lng: -72.725000), Route carried "on" structure: Federal lands road , Year Built: 1961, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 50 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2024), Design Load: H 15, Features Intersected: SPILLWAY CHANNEL, Facility Carried by Structure: ACCESS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.16m (30.05ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Bridge Improvement Cost: $16,000, Total Project Cost: $16,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: 200010054A13022, Location: I91 EXIT 2 (Lat: 42.850556, Lng: -72.579444), Route carried "under" structure: Interstate 91, Year Built: 1960, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 17,800 (year 1998), Truck Traffic: 13%, Features Intersected: I 91 UNDER VT 9, Facility Carried by Structure: VT 00009 ML Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 14.047, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 200091005N13022, Location: MAPLE STREET (Lat: 42.844444, Lng: -72.573056), Route carried "under" structure: City street MAPLE, Year Built: 1960, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,400 (year 1997), Truck Traffic: 6%, Features Intersected: 91 NB OVER MAPLE STREET, Facility Carried by Structure: I 00091 ML Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 200091005S13022, Location: MAPLE STREET (Lat: 42.844444, Lng: -72.573333), Route carried "under" structure: City street MAPLE, Year Built: 1960, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,400 (year 1997), Truck Traffic: 6%, Features Intersected: I 91 SB OVER MAPLE ST., Facility Carried by Structure: I 00091 ML Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 200091006N13022, Location: WILLIAMS STREET (Lat: 42.848889, Lng: -72.578333), Route carried "under" structure: City street WILMS, Year Built: 1960, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 1,300 (year 1997), Truck Traffic: 6%, Features Intersected: I 91 OVER WILLIAMS, Facility Carried by Structure: I 00091 ML Minimum Vertical Clearance: 17.04m (55.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 200091006S13022, Location: WILLIAMS STREET (Lat: 42.848889, Lng: -72.578611), Route carried "under" structure: City street WILMS, Year Built: 1960, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 1,300 (year 1997), Truck Traffic: 6%, Features Intersected: I 91 OVER WILLIAMS, Facility Carried by Structure: I 00091 ML Minimum Vertical Clearance: 17.04m (55.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Discuss this city on our hugely popular Vermont forum Back to: Brattleboro, VT, Vermont, All US cities.
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