Bridge Statistics for Smyrna, Maine (ME) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1389,  Location: TOWNLINE (Lat: 46.143056,  Lng: -6.040556),  Route carried "on" structure: State highway 95,  Year Built: 1977,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,450 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,430 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SMYRNA TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 467.354,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1391,  Location: I95 INTERCHANGE 291 (Lat: 46.144444,  Lng: -68.059167),  Route carried "on" structure: State highway 95,  Year Built: 1966,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 2,210 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,094 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTE US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.905,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Membrane: Preformed Fabric

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Structure Number: 1394,  Location: 1.7 MI NE OF OAKFIELD TL (Lat: 46.135556,  Lng: -68.081944),  Route carried "on" structure: State highway 95,  Year Built: 1980,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,540 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,556 (year 2027),  Design Load: H 20,  Features Intersected: TIMONEY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 463.620,  Lanes on structure: 2,  Lanes under 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  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: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 225,  Location: 50' E OF JCT RTE 212 (Lat: 46.128889,  Lng: -68.166111),  Route carried "on" structure: State highway 2,  Year Built: 1922,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,761 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,642 (year 2027),  Design Load: H 20,  Features Intersected: E BR MATTAWAMKEAG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 407.759,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6086,  Location: 1.7 MI NE OF OAKFIELD TL (Lat: 46.136667,  Lng: -68.081944),  Route carried "on" structure: State highway 95,  Year Built: 1966,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 2,850 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,990 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TIMONEY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.108,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 6089,  Location: I95 INTERCHANGE 291 (Lat: 46.144722,  Lng: -68.081944),  Route carried "on" structure: State highway 95,  Year Built: 1966,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 2,530 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,542 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTE US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.903,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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,  Membrane: Preformed Fabric

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Structure Number: 1389,  Location: TOWNLINE (Lat: 46.143056,  Lng: -6.040556),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 296 (year 2007),  Truck Traffic: 5%,  Features Intersected: SMYRNA TOWN LINE RD,  Facility Carried by Structure: I95 NORTHBOUND
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.272,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1391,  Location: I95 INTERCHANGE 291 (Lat: 46.144444,  Lng: -68.059167),  Route carried "under" structure: State highway 2,  Year Built: 1966,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 1,535 (year 2007),  Truck Traffic: 8%,  Features Intersected: ROUTE US 2,  Facility Carried by Structure: I95 NORTHBOUND
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 416.434,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1394,  Location: 1.7 MI NE OF OAKFIELD TL (Lat: 46.135556,  Lng: -68.081944),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 296 (year 2007),  Truck Traffic: 8%,  Features Intersected: TIMONEY LAKE ROAD,  Facility Carried by Structure: I-95 NORTHBOUND
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 6086,  Location: 1.7 MI NE OF OAKFIELD TL (Lat: 46.136667,  Lng: -68.081944),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 296 (year 2007),  Truck Traffic: 8%,  Features Intersected: TIMONEY LAKE ROAD,  Facility Carried by Structure: I-95 SOUTHBOUND
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 6089,  Location: I95 INTERCHANGE 291 (Lat: 46.144722,  Lng: -68.081944),  Route carried "under" structure: State highway 2,  Year Built: 1966,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 1,535 (year 2007),  Truck Traffic: 8%,  Features Intersected: ROUTE US 2,  Facility Carried by Structure: I95 SOUTHBOUND
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 416.337,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)