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

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Structure Number: 1087,  Location: RT-201 FST LEFT OVER BRG (Lat: 44.590011,  Lng: -69.593481),  Year Built: 1916,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Future Daily Traffic: 53 (year 2034),  Design Load: Railroad,  Features Intersected: ISLAND AVENUE
Lanes under structure: 2,  Owner: Railroad,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Substructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1092,  Location: RT-201AT BRIDGE FAIRFIELD (Lat: 44.589250,  Lng: -69.594731),  Year Built: 1917,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Future Daily Traffic: 17,640 (year 2034),  Design Load: Railroad,  Features Intersected: MAIN STREET
Lanes under structure: 2,  Owner: Railroad,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Substructure: Satisfactory,  Underclear: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1522,  Location: 0.1 MI E OF JCT RTE 201 (Lat: 44.587431,  Lng: -69.591881),  Route carried "on" structure: State highway 11,  Year Built: 2003,  Status: Open,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 13,237 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,532 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: C CHANNEL KENNEBEC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.367,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: 41.8 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1523,  Location: 150 FT E OF JCT US 201 (Lat: 44.587711,  Lng: -69.593681),  Route carried "on" structure: State highway 11,  Year Built: 2003,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 13,343 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,680 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: W CHANNEL KENNEBEC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.256,  Lanes on structure: 3,  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: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 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: 40.2 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3106,  Location: 0.2 MI E OF JCT RTE 201 (Lat: 44.587050,  Lng: -69.589619),  Route carried "on" structure: State highway 11,  Year Built: 2003,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 13,058 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,281 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: E CHANNEL KENNEBEC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.594,  Lanes on structure: 2,  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: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.3 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: 46.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3707,  Location: RT-201 5MI JUNE I95 (Lat: 44.582289,  Lng: -69.602961),  Year Built: 1948,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Future Daily Traffic: 6,982 (year 2034),  Features Intersected: STATE ROUTE 201
Lanes under structure: 2,  Owner: Railroad,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Substructure: Poor,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 5819,  Location: 1 MI W OF JCT RTE US 201 (Lat: 44.594069,  Lng: -69.615889),  Route carried "on" structure: State highway 139,  Year Built: 1960,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 8,723 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,212 (year 2036),  Design Load: H 20,  Features Intersected: INTERSTATE 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.545,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 53.5 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5999,  Location: 0.1 MI E OF 95 / US201 (Lat: 44.601811,  Lng: -69.596161),  Route carried "on" structure: State highway 95,  Year Built: 1964,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 9,750 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,650 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: M C RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.483,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.1 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: 50.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6,  Location: 0.2 MI NE 95 / US201 (Lat: 44.601689,  Lng: -69.592589),  Route carried "on" structure: State highway 95,  Year Built: 1964,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 28.79m (94.46ft),  Average Daily Traffic: 9,750 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,650 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: KENNEBEC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.707,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.1 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: 33.0 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: Meets minimum limits,  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 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6427,  Location: .1 m So of int. w/ Rt 201 (Lat: 44.599369,  Lng: -69.602081),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 250 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Emery Brook,  Facility Carried by Structure: Eskelund Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 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: 38.6 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Location: RT-201 FST LEFT OVER BRG (Lat: 44.589989,  Lng: -69.593589),  Route carried "on" structure: Service 72500,  Structure Length: 0. m,  Average Daily Traffic: 35 (year 2014),  Truck Traffic: 5%,  Features Intersected: MAINE CENTRAL RAIL,  Facility Carried by Structure: ISLAND AVENUE
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: RT-201 5MI JUNE I95 (Lat: 44.582197,  Lng: -69.603097),  Route carried "under" structure: State lands road 72310,  Structure Length: 0. m,  Average Daily Traffic: 4,987 (year 2014),  Truck Traffic: 9%,  Features Intersected: MAINE CENTRAL RAIL,  Facility Carried by Structure: STATE ROUTE 201
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 85.215,  Lanes on structure: 4,  Length of Maximum Span: 0.0m