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Bridge Statistics for Windham, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Windham, ME, Maine, Maine forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 24 meters (79ft) Total costs: $3,219,000 Total average daily traffic: 58,830 Total average daily truck traffic: 4,641 National Bridge Inventory (NBI) Registered Bridges for Windham
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 233, Location: 0.4 MI NW HIGHLAND RD (Lat: 43.744167, Lng: -70.398333), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 390 (year 2027), Design Load: HS 25, Features Intersected: COLLEY WRIGHT BROOK, Facility Carried by Structure: MONTGOMERY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 254, Location: 0.2 MI W RT 202 (Lat: 43.834722, Lng: -70.384444), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 225 (year 2027), Design Load: HS 25, Features Intersected: PLEASANT RIVER, Facility Carried by Structure: BRAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 257, Location: 0.5 MI NW JCT RTE 202 (Lat: 43.820556, Lng: -70.403611), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 170 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 255 (year 2027), Features Intersected: PLEASANT RIVER, Facility Carried by Structure: WILLIAM KNIGHT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2315, Location: 0.9 MI S JCT RTE 115 (Lat: 43.838611, Lng: -70.383333), Route carried "on" structure: State highway 202, Year Built: 1946, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,220 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 5,908 (year 2027), Design Load: H 15, Features Intersected: PLEASANT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 2676, Location: 0.3 MI NW OF RTES 4&202 (Lat: 43.805833, Lng: -70.410000), Route carried "on" structure: State highway 302, Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,140 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 18,396 (year 2027), Design Load: HS 25, Features Intersected: PLEASANT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007 Find on map >>
Structure Number: 2787, Location: 0.4 MI N OF JCT RTE 237 (Lat: 43.734167, Lng: -70.425556), Route carried "on" structure: State highway 202, Year Built: 2005, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 6,380 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 8,932 (year 2027), Design Load: HS 25, Features Intersected: PRESUMPSCOT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 15.2m (49.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,783,000, Roadway Improvement Cost: $178,000, Total Project Cost: $2,674,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2998, Location: .8 MI E'LY OF ROUTE 302 (Lat: 43.837778, Lng: -70.423056), Route carried "on" structure: State highway 115, Year Built: 1959, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 14,370 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 20,118 (year 2027), Design Load: H 20, Features Intersected: DITCH BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Base Highway Network: Yes, 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: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3018, Location: 5.0 MI S'LY OF JCT 302 (Lat: 43.760556, Lng: -70.438889), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 10,500 (year 2027), Design Load: H 15, Features Intersected: PLEASANT RIVER, Facility Carried by Structure: RIVER RD (SA 2) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $13,000, Total Project Cost: $201,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5298, Location: 0.6 MI W JCT 202 (Lat: 64.166667, Lng: -21.950000), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,380 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,732 (year 2027), Design Load: H 15, Features Intersected: PLEASANT RIVER, Facility Carried by Structure: WINDAM CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: State 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: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5742, Location: 0.4 MI NW RTE 202 (Lat: 43.786389, Lng: -70.421111), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 710 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,065 (year 2027), Features Intersected: PLEASANT RIVER, Facility Carried by Structure: POPE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $9,000, Total Project Cost: $132,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 5821, Location: 0.1 MI E'LY OF RTE 237 (Lat: 43.728056, Lng: -70.420556), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,480 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 3,472 (year 2027), Design Load: H 20, Features Intersected: PRESUMPSCOT RIVER, Facility Carried by Structure: MALLISON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 5879, Location: 0.4 MI W JCT RTE 202 (Lat: 43.828333, Lng: -70.395278), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,590 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 5,026 (year 2027), Design Load: H 20, Features Intersected: PLEASANT RIVER, Facility Carried by Structure: FALMOUTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, 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: 6.7m (22.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 359, Location: .2 MI E RTE 237 (Lat: 43.728333, Lng: -70.420000), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,480 (year 2007), Truck Traffic: 5%, Features Intersected: MALLISON STREET, Facility Carried by Structure: MAINE CENTRAL RAIL Minimum Vertical Clearance: 3.84m (12.60ft), Kilometerpoint: 0.805, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.5m (27.9ft) Discuss this city on our hugely popular Maine forum Back to: Windham, ME, Maine, All US cities.
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