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

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Structure Number: 2116,  Location: .6 MI S JCT US 2 (Lat: 44.613381,  Lng: -70.173761),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 649 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,038 (year 2036),  Design Load: H 15,  Features Intersected: WILSON STREAM,  Facility Carried by Structure: MCQUILLIS CORNER R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 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: 24.9 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2336,  Location: AT JCT OF PROSPECT STREET (Lat: 44.586631,  Lng: -70.231631),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,854 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,996 (year 2036),  Design Load: HS 20,  Features Intersected: WILSON STREAM,  Facility Carried by Structure: MAIN ST(OLD RTE 4)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.8 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2341,  Location: 0.1 MI W'LY JCT RTE 17 (Lat: 44.572769,  Lng: -70.301031),  Route carried "on" structure: State highway 2,  Year Built: 1932,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 3,892 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,449 (year 2036),  Design Load: HS 20,  Features Intersected: HOOPER(BUTTERFIELD) BRK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.426,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.0 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: 25.6 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: Meets minimum limits,  Deck Geometry: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2484,  Location: 0.6 MI W JCT US 2 (Lat: 44.590169,  Lng: -70.219319),  Route carried "on" structure: County highway 156,  Year Built: 1928,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,942 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,119 (year 2036),  Design Load: H 15,  Features Intersected: WILSON STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.742,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 14.3 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: 11.0 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  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: Bituminous

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Structure Number: 3732,  Location: 0.1 MI S RTE 2 (Lat: 44.572681,  Lng: -70.305300),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 39 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 62 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: SEVEN MILE STREAM,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 42.1 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: Equal to 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: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5255,  Location: 0.1 MI S OF JCT RTE 17 (Lat: 44.564189,  Lng: -70.287400),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 188 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 301 (year 2036),  Design Load: H 15,  Features Intersected: SEVEN MILE STREAM,  Facility Carried by Structure: SEVERY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Open Grating

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Structure Number: 5367,  Location: 1.5 MI E TOWNLINE (Lat: 44.633339,  Lng: -70.290989),  Route carried "on" structure: County highway 156,  Year Built: 1961,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 935 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,496 (year 2036),  Design Load: HS 20,  Features Intersected: TEMPLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 48.6 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: 37.6 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: 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: November 2020

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Structure Number: 5936,  Location: 1.2 MI W OF FARMINGTON (Lat: 44.614761,  Lng: -70.186081),  Route carried "on" structure: State highway 2,  Year Built: 1962,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 9,341 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,077 (year 2036),  Design Load: HL 93,  Features Intersected: WILSON STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.896,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.2 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: 48.6 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5973,  Location: .2 MI N JCT US 2 (Lat: 44.615450,  Lng: -70.193539),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 962 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,539 (year 2036),  Design Load: H 20,  Features Intersected: WILSON STREAM,  Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  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: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 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: 46.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Location: RT-201AT BRIDGE FAIRFIELD (Lat: 44.589228,  Lng: -70.309908),  Route carried "on" structure: 22310,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2014),  Truck Traffic: 9%,  Features Intersected: MAINE CENTRAL RAIL,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 86.357,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: .1 MI W JCT 1A (Lat: 44.590983,  Lng: -70.324517),  Route carried "on" structure: Bypass Interstate 22500,  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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Location: .1 MI W JCT 1A (Lat: 44.605017,  Lng: -70.281353),  Route carried "on" structure: Bypass Interstate 62500,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2014),  Truck Traffic: 5%,  Features Intersected: BANGOR & AROOSTOOK,  Facility Carried by Structure: OLD BELFAST RD
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.8 MI S JCT RTE 104 (Lat: 44.571297,  Lng: -70.201431),  Route carried "under" structure: Other road 62500,  Structure Length: 0. m,  Average Daily Traffic: 1,155 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 NORTHBOUND,  Facility Carried by Structure: COUNTY ROAD & M C
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 1.7 MI N OF RTE 11 & 100 (Lat: 44.624831,  Lng: -70.224222),  Route carried "under" structure: 42310,  Structure Length: 0. m,  Average Daily Traffic: 9,890 (year 2014),  Truck Traffic: 11%,  Features Intersected: BELLSQUEEZE ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 217.390,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 2 MI S TOWNLINE (Lat: 44.558736,  Lng: -70.203053),  Route carried "under" structure: Bypass 92310,  Structure Length: 0. m,  Average Daily Traffic: 13,050 (year 2014),  Truck Traffic: 5%,  Features Intersected: CHAPLIN STREET,  Facility Carried by Structure: ROUTES 11,100 & US
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 81.819,  Lanes on structure: 4,  Length of Maximum Span: 0.0m