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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 230ft / 69.6mTotal length
  • 59,499Total average daily traffic
  • 4,601Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bucksport
  • No street view available for this location

New bridges in Bucksport, ME - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 21930-1939
  • 11950-1959
  • 12000-2009
Average Bridge Daily Traffic in Bucksport, ME
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Very good
  • 20.0%Satisfactory
  • 40.0%Fair
  • 20.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 20.0%Satisfactory
  • 40.0%Fair
  • 20.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.0%Very good
  • 80.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 40.0%Good
  • 40.0%Satisfactory
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Structure Number: 2496,  Location: 0.1 MI W OF JCT RTE US 1 (Lat: 44.571239,  Lng: -68.788839),  Route carried "on" structure: State highway 15,  Year Built: 1923,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 9,693 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,570 (year 2036),  Design Load: H 20,  Features Intersected: MILL STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.355,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3472,  Location: 3.6 MI N JCT US1 (Lat: 44.612811,  Lng: -68.745631),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 671 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,074 (year 2036),  Features Intersected: STUBBS BROOK,  Facility Carried by Structure: BUCKS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.341,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  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: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3561,  Location: 2.7 MI N OF JCT RTE US 1 (Lat: 44.602311,  Lng: -68.732211),  Route carried "on" structure: County highway 46,  Year Built: 1938,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,263 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,895 (year 2036),  Design Load: H 15,  Features Intersected: STUBBS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.619,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  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: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5719,  Location: 0.3 MI E OF JCT RTE 46 (Lat: 44.595211,  Lng: -68.734969),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 669 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,070 (year 2036),  Features Intersected: STUBBS BROOK,  Facility Carried by Structure: DUCK COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6421,  Location: County line (Lat: 44.560031,  Lng: -68.802281),  Route carried "on" structure: State highway 1,  Year Built: 2007,  Status: Open,  Structure Length: 64.80m (212.60ft),  Average Daily Traffic: 4,292 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,009 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Penobscot River(s chan)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 275.698,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 353.9m (1,161.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 63 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2018,  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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Location: 1.4 MI N OF SIDNEY TL (Lat: 44.524714,  Lng: -68.721503),  Route carried "under" structure: Other road 32400,  Structure Length: 0. m,  Average Daily Traffic: 1,770 (year 2014),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 95 NB,  Facility Carried by Structure: WEBB ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 4.5 MI N TOWNLINE (Lat: 44.566128,  Lng: -68.781975),  Route carried "under" structure: Other road 52310,  Structure Length: 0. m,  Average Daily Traffic: 16,920 (year 2014),  Truck Traffic: 11%,  Features Intersected: ARMSTRONG ROAD,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 204.837,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.8 MI S TOWNLINE (Lat: 44.571683,  Lng: -68.716281),  Route carried "under" structure: Other road 82310,  Structure Length: 0. m,  Average Daily Traffic: 14,031 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 NORTHBOUND,  Facility Carried by Structure: ROUTE 104
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 32.670,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: .5 MI N TOWNLINE (Lat: 44.602269,  Lng: -68.788544),  Route carried "under" structure: 32400,  Structure Length: 0. m,  Average Daily Traffic: 1,640 (year 2014),  Truck Traffic: 8%,  Features Intersected: I95 NB,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 12.569,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.5 MI N OF JCT RR STREET (Lat: 44.650042,  Lng: -68.801928),  Route carried "under" structure: 62310,  Structure Length: 0. m,  Average Daily Traffic: 8,550 (year 2014),  Truck Traffic: 11%,  Features Intersected: HILL ROAD,  Facility Carried by Structure: INTERSTATE 95
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 221.108,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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