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

Find on map >>

Structure Number: 1401,  Location: 1.1 MI SW DYER BROOK TL (Lat: 46.025000,  Lng: -68.288333),  Route carried "on" structure: State highway 95,  Year Built: 1979,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 2,320 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,248 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: W BR MATTAWAMKEAG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 444.002,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2007,  Underwater Inspection Date: July 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1402,  Location: .5 MI N 159 (Lat: 46.021667,  Lng: -68.283333),  Route carried "on" structure: State highway 95,  Year Built: 1979,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 2,320 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,248 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FISH STREAM & BOG BK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.039,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  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: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal 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: Monolithic Concrete

Find on map >>

Structure Number: 1403,  Location: 0.5 MI N'LY OF RTE 159 (Lat: 46.021667,  Lng: -68.283333),  Route carried "on" structure: State highway 95,  Year Built: 1979,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 2,320 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,248 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PATTEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.039,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  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: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Bituminous

Find on map >>

Structure Number: 2163,  Location: .1 MI NE TOWNLINE (Lat: 45.961833,  Lng: -68.297717),  Route carried "on" structure: State highway 2,  Year Built: 1929,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 541 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 812 (year 2027),  Features Intersected: COLD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.102,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 2243,  Location: 0.4 MI E OF JCT RTE 159 (Lat: 46.009700,  Lng: -68.260633),  Route carried "on" structure: State highway 2,  Year Built: 1929,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,662 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,493 (year 2027),  Design Load: H 20,  Features Intersected: DYER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.441,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.3 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: Equal to present minimum 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 2403,  Location: 300 FT S OF JCT RTE 159 (Lat: 64.166667,  Lng: -21.950000),  Route carried "on" structure: State highway 2,  Year Built: 1932,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,170 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,755 (year 2027),  Design Load: H 20,  Features Intersected: W BR MATTAWAMKEAG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 61.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 2703,  Location: 0.3 MI N OF JCT RTE 159 (Lat: 46.012222,  Lng: -68.276667),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 266 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 399 (year 2027),  Design Load: H 20,  Features Intersected: W BR MATTAWAMKEAG RIVER,  Facility Carried by Structure: OLD PATTEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  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: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $159,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 502,  Location: 0.1 MI NW OF BOG BK RD (Lat: 46.014444,  Lng: -68.283333),  Route carried "on" structure: City street ,  Year Built: 1921,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 108 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 162 (year 2027),  Design Load: H 20,  Features Intersected: FISH STREAM,  Facility Carried by Structure: PATTEN ST (OLD RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 42.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 6162,  Location: 0.7 MI S OF JCT RTE 159 (Lat: 45.999033,  Lng: -68.268833),  Route carried "on" structure: State highway 2,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 758 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,137 (year 2027),  Design Load: HS 20,  Features Intersected: SLY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 389.654,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006

Find on map >>

Structure Number: 6163,  Location: 0.4 MI E OF OVER I-95 (Lat: 46.008050,  Lng: -68.274300),  Route carried "on" structure: State highway 159,  Year Built: 1967,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 1,829 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,744 (year 2027),  Design Load: HS 20,  Features Intersected: W BR MATTAWAMKEAG RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 6174,  Location: 0.6 MI NW OF JCT RTE 2 (Lat: 45.988333,  Lng: -68.266667),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 118 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 177 (year 2027),  Design Load: H 20,  Features Intersected: I95,  Facility Carried by Structure: BELVEDERE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.7 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 6175,  Location: 0.7 MI W OF JCT RTE 2 (Lat: 46.006667,  Lng: -68.285000),  Route carried "on" structure: State highway 159,  Year Built: 1967,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 1,682 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,523 (year 2027),  Design Load: HS 20,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 6176,  Location: 0.5 MI N'LY OF RTE 159 (Lat: 46.013333,  Lng: -68.285000),  Route carried "on" structure: State highway 95,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.04m (19.82ft),  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: PATTEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.995,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 6177,  Location: .5 MI N 159 (Lat: 46.021667,  Lng: -68.283333),  Route carried "on" structure: State highway 95,  Year Built: 1967,  Status: Open,  Structure Length: 9.94m (32.61ft),  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: FISH STREAM & BOG BK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.850,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 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: 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: Good,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal 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: Integral Concrete,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 6178,  Location: 1.1 MI SW DYER BROOK TL (Lat: 46.025000,  Lng: -68.288333),  Route carried "on" structure: State highway 95,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.45m (14.60ft),  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: W BR MATTAWAMKEAG RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.951,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  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: 62.6 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2007,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 1402,  Location: .5 MI N 159 (Lat: 46.021667,  Lng: -68.283333),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 207 (year 2007),  Truck Traffic: 5%,  Features Intersected: FISH STREAM & BOG BK RD,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>

Structure Number: 1403,  Location: 0.5 MI N'LY OF RTE 159 (Lat: 46.021667,  Lng: -68.283333),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 108 (year 2007),  Truck Traffic: 5%,  Features Intersected: PATTEN ROAD,  Facility Carried by Structure: I95 NORTHBOUND
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>

Structure Number: 6174,  Location: 0.6 MI NW OF JCT RTE 2 (Lat: 45.988333,  Lng: -68.266667),  Route carried "under" structure: State highway 95,  Year Built: 1967,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 2,190 (year 2007),  Truck Traffic: 11%,  Features Intersected: I95,  Facility Carried by Structure: BELVEDERE ROAD
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 43.911,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>

Structure Number: 6175,  Location: 0.7 MI W OF JCT RTE 2 (Lat: 46.006667,  Lng: -68.285000),  Route carried "under" structure: State highway 95,  Year Built: 1967,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 2,010 (year 2007),  Truck Traffic: 11%,  Features Intersected: I-95,  Facility Carried by Structure: ROUTE 159
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 441.266,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>

Structure Number: 6176,  Location: 0.5 MI N'LY OF RTE 159 (Lat: 46.013333,  Lng: -68.285000),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 108 (year 2007),  Truck Traffic: 5%,  Features Intersected: PATTEN ROAD,  Facility Carried by Structure: I95 SOUTHBOUND
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>

Structure Number: 6177,  Location: .5 MI N 159 (Lat: 46.021667,  Lng: -68.283333),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 207 (year 2007),  Truck Traffic: 5%,  Features Intersected: FISH STREAM & BOG BK RD,  Facility Carried by Structure: I-95 SOUTHBOUND
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)