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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 46ft / 14mTotal length
  • 39,115Total average daily traffic
  • 1,952Total average daily truck traffic
  • 54,831Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Enfield
  • No street view available for this location

New bridges in Enfield, ME - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11940-1949
  • 21960-1969
  • 21970-1979
  • 31980-1989
Reconstructed bridges in Enfield, ME - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Enfield, ME
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Excellent
  • 28.6%Very good
  • 14.3%Good
  • 42.9%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Excellent
  • 12.5%Very good
  • 37.5%Good
  • 25.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 50.0%Good
  • 25.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Excellent
  • 25.0%Very good
  • 25.0%Good
  • 12.5%Satisfactory
  • 25.0%Poor
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Structure Number: 202,  Location: 50 FEET S'LY OF RTE 1 (Lat: 43.910261,  Lng: -70.014450),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 2,530 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,542 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: MAINE CENTRAL RR,  Facility Carried by Structure: HILLSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.188,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 855,  Location: 1.2 MI W RT 16 ON INV 540 (Lat: 45.100619,  Lng: -68.831000),  Route carried "on" structure: City street ,  Year Built: 1982,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 103 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 165 (year 2036),  Features Intersected: DEAD STREAM,  Facility Carried by Structure: S LAGRANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.599,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 3.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1046,  Location: 3 MI W RT 234 (Lat: 44.874831,  Lng: -69.981439),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 73 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 117 (year 2036),  Design Load: H 15,  Features Intersected: BIG BRK,  Facility Carried by Structure: CARRABASSETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.393,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Poor,  Operating Rating: 28.8 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: 22.4 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1132,  Location: .1 MI W JCT 1A (Lat: 44.590983,  Lng: -70.324517),  Route carried "under" structure: City street ,  Structure Length: 0. m,  Average Daily Traffic: 45 (year 2014),  Truck Traffic: 5%,  Features Intersected: BANGOR & AROOSTOOK,  Facility Carried by Structure: MOUNT WALDO RD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1262,  Location: 2.6 MI E RTE 4 (Lat: 43.426989,  Lng: -70.685831),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,940 (year 2036),  Design Load: H 20,  Features Intersected: MOUSAM RIVER,  Facility Carried by Structure: STATE AID 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.158,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.2 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: 57.3 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: 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: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1482,  Location: 0.427 mi E of Downing Rd (Lat: 43.429931,  Lng: -70.547650),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 27,380 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,332 (year 2036),  Design Load: HL 93,  Features Intersected: KENNEBUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.444,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 161.0m (528.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2017,  Underwater Inspection Date: May 2016,  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: 2027,  Location: 50 FT N OF JCT RTE 16 (Lat: 45.062531,  Lng: -69.882619),  Route carried "on" structure: State highway 201,  Year Built: 1969,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 3,290 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,606 (year 2036),  Design Load: HS 20,  Features Intersected: AUSTIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 4.6 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: 6.2 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2076,  Location: 4.2 MI N OF GARLAND (Lat: 45.150411,  Lng: -69.236361),  Route carried "on" structure: State highway 7,  Year Built: 1976,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 3,106 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,348 (year 2036),  Design Load: HS 20,  Features Intersected: BLACK STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.736,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  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: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.7 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: 34.7 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 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5261,  Location: 1.5 MI NW JCT OF RTE US1 (Lat: 44.450011,  Lng: -69.027689),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 333 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 533 (year 2036),  Features Intersected: WESCOT STREAM,  Facility Carried by Structure: KALER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Navigation Control: Yes ( Vertical Clearance: 27.0m (88.6ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 5919,  Location: 0.1 MI W OF ANDOVER TL (Lat: 44.641411,  Lng: -70.855889),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 155 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 248 (year 2036),  Design Load: H 20,  Features Intersected: FRYE BROOK,  Facility Carried by Structure: S.A.1 (UPTON ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.079,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 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: 45.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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