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

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Structure Number: 498,  Location: 0.5 MI NE RT 201,100 (Lat: 44.350133,  Lng: -69.737250),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 128 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 192 (year 2027),  Features Intersected: RIGGS BROOK,  Facility Carried by Structure: BLAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $596,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $894,000 ( Estimate for 2004),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 563,  Location: 0.25 MI N BRIDGE ST (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway 104,  Year Built: 1854,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 9,044 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,662 (year 2027),  Design Load: H 15,  Features Intersected: BOND BROOK,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: May 2004,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,072,000 ( Estimate for 2004),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1465,  Location: MILE 105.8 ON I-95 S B (Lat: 44.345000,  Lng: -69.796667),  Route carried "on" structure: State highway 95,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 12,930 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,102 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTESS 8,11,&27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.661,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.9 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: 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: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 1466,  Location: 1.5 MI N US #202 (Lat: 44.336667,  Lng: -69.808333),  Route carried "on" structure: State highway 95,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 17,250 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,150 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MARTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 307.996,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2082,  Location: 1.0 MI NW RT 27 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,475 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,465 (year 2027),  Design Load: HS 25,  Features Intersected: BOND BROOK,  Facility Carried by Structure: BOND BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 2083,  Location: 1.1 MI NW RT 27 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,475 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,465 (year 2027),  Design Load: HS 25,  Features Intersected: BOND BROOK,  Facility Carried by Structure: BOND BROOK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 2719,  Location: 3.2 MI SO TOWNLINE (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: State highway 201,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,282 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,395 (year 2027),  Design Load: H 20,  Features Intersected: RIGGS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.833,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Poor,  Culverts: Serious,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  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 12 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $843,000 ( Estimate for 2004)

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Structure Number: 3077,  Location: 0.3 MI N OF BRIDGE STREET (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: State highway 8,  Year Built: 1934,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 16,517 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,124 (year 2027),  Design Load: HS 20,  Features Intersected: BOND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3078,  Location: 0.2 MI E OF ROUTE 201 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: State highway ,  Year Built: 1972,  Status: Open,  Structure Length: 13.02m (42.72ft),  Average Daily Traffic: 14,632 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,485 (year 2027),  Design Load: HS 20,  Features Intersected: KENNEBEC RIVER,  Facility Carried by Structure: SH 30 (CONY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 55.2m (181.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: July 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3528,  Location: .4MI N US #202 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 6,638 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,293 (year 2027),  Design Load: HS 20,  Features Intersected: Old MCRR (now side road),  Facility Carried by Structure: WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  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: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: Bituminous

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Structure Number: 5196,  Location: .2 MI W 9 (Lat: 44.310000,  Lng: -69.770000),  Route carried "on" structure: State highway 201,  Year Built: 1949,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 63.95m (209.81ft),  Average Daily Traffic: 21,967 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,754 (year 2027),  Design Load: HS 20,  Features Intersected: KENNEBEC RIVER + MCRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 20.4m (66.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 106.7m (350.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 63.95m (209.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Critical Feature Inspection Date: Febuary 2005,  Underwater Inspection Date: July 2003,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,034,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5747,  Location: 1.3 MI S JCT 8-11-27 (Lat: 44.340000,  Lng: -69.810278),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,481 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,073 (year 2027),  Design Load: H 20,  Features Intersected: BOND BROOK,  Facility Carried by Structure: LEIGHTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Owner: State 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: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5787,  Location: 1.5 MI N US 202 (Lat: 44.336667,  Lng: -69.808333),  Route carried "on" structure: State highway 95,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 16,590 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,226 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BOND BROOK & BOND BK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.803,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5788,  Location: OVER I95 0.2 MI N US 202 (Lat: 44.320000,  Lng: -69.815000),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,349 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,689 (year 2027),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: OLD WINTHROP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5793,  Location: MILE 105.8 ON I-95 N B (Lat: 44.345000,  Lng: -69.796667),  Route carried "on" structure: State highway 95,  Year Built: 1959,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 14,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,600 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTES 8,11,&27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.219,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.9 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,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5806,  Location: 1.0 MI N OF JCT RTE 104 (Lat: 44.350000,  Lng: -69.786667),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 3,142 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,399 (year 2027),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: OLD BELGRADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  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: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 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,  Underclear: High priority of corrective action,  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: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 5807,  Location: OVER I-95 MILE 103.1 NB (Lat: 44.313333,  Lng: -69.811667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 6,040 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,456 (year 2027),  Design Load: HS 25,  Features Intersected: I 95,  Facility Carried by Structure: RAMP TO C FROM I 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5808,  Location: 1.6 MI W OF JCT RTE 201 (Lat: 44.316667,  Lng: -69.813333),  Route carried "on" structure: State highway 202,  Year Built: 1955,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 14,543 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,360 (year 2027),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: ROUTE 11,17,100 &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.783,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: Superior 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5809,  Location: 0.1 MI E OF I 95 OVERPASS (Lat: 44.316667,  Lng: -69.810000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1950,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,960 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,144 (year 2027),  Design Load: HS 20,  Features Intersected: ROUTES 11 17 100 202,  Facility Carried by Structure: RAMP TO & FROM I 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 64,  Location: .2 Mi.W RTE 201/100 (Lat: 44.335556,  Lng: -69.764722),  Route carried "on" structure: State highway 3,  Year Built: 2005,  Status: Open,  Structure Length: 33.99m (111.52ft),  Average Daily Traffic: 17,097 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,936 (year 2027),  Design Load: HS 25,  Features Intersected: Kennebec River
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.674,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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: Equal to 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: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6406,  Location: Over 95 (Lat: 44.357222,  Lng: -69.791389),  Route carried "on" structure: State highway 95,  Year Built: 2005,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 12,000 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,800 (year 2027),  Design Load: HS 25,  Features Intersected: I-95 N.B.,  Facility Carried by Structure: Route 3
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6407,  Location: over I-95 (Lat: 44.358056,  Lng: -69.792500),  Route carried "on" structure: State highway 95,  Year Built: 2005,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 17,120 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,968 (year 2027),  Design Load: HS 25,  Features Intersected: I-95 SB,  Facility Carried by Structure: Route 3
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6408,  Location: 0.3 mi E of I95 exit 113 (Lat: 44.352500,  Lng: -69.785278),  Route carried "on" structure: State highway 3,  Year Built: 2005,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 14,838 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,773 (year 2027),  Design Load: HS 25,  Features Intersected: Eight Rod Road
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Superior 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: Integral Concrete

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Structure Number: 564,  Location: 0.1 MI S OF JCT RTE 104 (Lat: 64.166667,  Lng: -21.950000),  Route carried "under" structure: State highway ,  Year Built: 1913,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 15,673 (year 2007),  Truck Traffic: 5%,  Features Intersected: WATER STREET,  Facility Carried by Structure: MAINE CENTRAL RAIL
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 0.008,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1465,  Location: MILE 105.8 ON I-95 S B (Lat: 44.345000,  Lng: -69.796667),  Route carried "under" structure: State highway 8,  Year Built: 1959,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 19,846 (year 2007),  Truck Traffic: 5%,  Features Intersected: ROUTESS 8,11,&27,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 4.748,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 1466,  Location: 1.5 MI N US #202 (Lat: 44.336667,  Lng: -69.808333),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 2,475 (year 2007),  Truck Traffic: 5%,  Features Intersected: MARTIN STREAM,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 12.12m (39.76ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 5196,  Location: .2 MI W 9 (Lat: 44.310000,  Lng: -69.770000),  Route carried "under" structure: City street ,  Year Built: 1949,  Structure Length: 63.95m (209.81ft),  Average Daily Traffic: 226 (year 2007),  Truck Traffic: 5%,  Features Intersected: KENNEBEC RIVER + MCRR,  Facility Carried by Structure: 100,201,202
Minimum Vertical Clearance: 7.98m (26.18ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 106.7m (350.1ft)

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Structure Number: 5787,  Location: 1.5 MI N US 202 (Lat: 44.336667,  Lng: -69.808333),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 2,475 (year 2007),  Truck Traffic: 5%,  Features Intersected: BOND BROOK & BOND BK RD,  Facility Carried by Structure: I-95 NORTHBOUND
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 5788,  Location: OVER I95 0.2 MI N US 202 (Lat: 44.320000,  Lng: -69.815000),  Route carried "under" structure: State highway 95,  Year Built: 1958,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 16,590 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-95,  Facility Carried by Structure: OLD WINTHROP ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 17.463,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 5793,  Location: MILE 105.8 ON I-95 N B (Lat: 44.345000,  Lng: -69.796667),  Route carried "under" structure: State highway 8,  Year Built: 1959,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 19,846 (year 2007),  Truck Traffic: 5%,  Features Intersected: ROUTES 8,11,&27,  Facility Carried by Structure: I-95 NORTHBOUND
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 5806,  Location: 1.0 MI N OF JCT RTE 104 (Lat: 44.350000,  Lng: -69.786667),  Route carried "under" structure: State highway 95,  Year Built: 1959,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 16,800 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-95,  Facility Carried by Structure: OLD BELGRADE ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.792,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 5807,  Location: OVER I-95 MILE 103.1 NB (Lat: 44.313333,  Lng: -69.811667),  Route carried "under" structure: State highway 95,  Year Built: 1959,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 10,880 (year 2007),  Truck Traffic: 10%,  Features Intersected: I 95,  Facility Carried by Structure: RAMP TO C FROM I 9
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 173.857,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 5808,  Location: 1.6 MI W OF JCT RTE 201 (Lat: 44.316667,  Lng: -69.813333),  Route carried "under" structure: State highway 95,  Year Built: 1955,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 16,590 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-95,  Facility Carried by Structure: ROUTE 11,17,100 &
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 174.244,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 5809,  Location: 0.1 MI E OF I 95 OVERPASS (Lat: 44.316667,  Lng: -69.810000),  Route carried "under" structure: State highway 202,  Year Built: 1950,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,596 (year 2007),  Truck Traffic: 5%,  Features Intersected: ROUTES 11 17 100 202,  Facility Carried by Structure: RAMP TO & FROM I 9
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 163.976,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 6406,  Location: Over 95 (Lat: 44.357222,  Lng: -69.791389),  Route carried "under" structure: State highway ,  Year Built: 2005,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 4,650 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-95 N.B.,  Facility Carried by Structure: Route 3
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 6407,  Location: over I-95 (Lat: 44.358056,  Lng: -69.792500),  Route carried "under" structure: State highway ,  Year Built: 2005,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 4,650 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-95 SB,  Facility Carried by Structure: Route 3
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 6408,  Location: 0.3 mi E of I95 exit 113 (Lat: 44.352500,  Lng: -69.785278),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 452 (year 2007),  Truck Traffic: 5%,  Features Intersected: Eight Rod Road,  Facility Carried by Structure: Route 3
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)