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

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Location: .1 MI W TOWNLINE (Lat: 36.001222,  Lng: -531.101947),  Route carried "under" structure: 71310,  Year Built: 1011,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 502,000 (year 1924),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,939 (year 2036),  Design Load: H 15,  Features Intersected: 02060PEDESTRIAN WALKWAY,  Facility Carried by Structure: MAIN ST
Lanes on structure: 41,  Lanes under structure: 97,  Base Highway Network: Yes (Inventory Route: 791000,  Subroute: 1),  Toll: ,  Owner: County Highway Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 42.1 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: 32.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Location: 300 FT E RT 4 (Lat: 12.334556,  Lng: -841.001947),  Route carried "under" structure: Ramp 1500,  Year Built: 1011,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 502,000 (year 0063),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,022 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: 02060BOBBIN MILL BROOK,  Facility Carried by Structure: FAIR ST
Lanes on structure: 91,  Lanes under structure: 92,  Toll: ,  Approaching Roadway Width: 201.60m (661.42ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.6 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: 29.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Location: ER RD100FT SE RT 202 (Lat: 9.001222,  Lng: -234.568614),  Route carried "under" structure: Ramp 61500,  Year Built: 3031,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,000 (year 0182),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,742 (year 2036),  Design Load: Railroad,  Features Intersected: 02060MCRR,  Facility Carried by Structure: DANVILLE CORN
Lanes on structure: 91,  Lanes under structure: 93,  Toll: ,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 44.1 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: 34.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Location: ER RD0.176 mi E of US 202 (Lat: 9.001222,  Lng: -226.868614),  Route carried "under" structure: Service 31500,  Year Built: 1311,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 602,040 (year 0182),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,742 (year 2036),  Design Load: Railroad,  Features Intersected: 02060I-95,  Facility Carried by Structure: DANVILLE CORN
Lanes on structure: 91,  Lanes under structure: 99,  Approaching Roadway Width: 201.60m (661.42ft),  Skew: A1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.8 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: 31.4 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: High priority of corrective action,  Underclear: Meets minimum limits,  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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1492,  Location: 0.130 mi E of Hotel Rd (Lat: 44.032511,  Lng: -70.282750),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 9,830 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,762 (year 2036),  Design Load: HL 93,  Features Intersected: ST. LAWRENCE-ATLANTIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 369.427,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 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: 38.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than 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,  Membrane: Preformed Fabric

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Structure Number: 1493,  Location: 0.095 mi N of Allied Rd (Lat: 44.039481,  Lng: -70.262761),  Route carried "on" structure: Interstate 95,  Year Built: 2012,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 9,180 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,852 (year 2036),  Design Load: HL 93,  Features Intersected: WASHINGTON ST & MCRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 367.849,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1494,  Location: 0.151 mi E of Vickery Rd (Lat: 44.064531,  Lng: -70.207250),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 25.78m (84.58ft),  Average Daily Traffic: 9,180 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,852 (year 2036),  Design Load: HL 93,  Features Intersected: ANDROSCOGGIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.152,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 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: 32.4 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: Equal to 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2019,  Underwater Inspection Date: July 2021,  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: 2625,  Location: 2.3 MI S 11,121 (Lat: 44.059681,  Lng: -70.252881),  Route carried "on" structure: State highway 202,  Year Built: 2015,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 8,930 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,502 (year 2036),  Design Load: Greater than HL93,  Features Intersected: LITTLE ANDROSCOGGIN RIVE,  Facility Carried by Structure: N WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2648,  Location: 0.9 MI W OF JCT RTE 4 (Lat: 44.082481,  Lng: -70.249289),  Route carried "on" structure: State highway 11,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,480 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,672 (year 2036),  Design Load: H 20,  Features Intersected: TAYLOR BROOK,  Facility Carried by Structure: MINOT AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.714,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 23.0 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: 17.8 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: Meets minimum limits,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2875,  Location: 3.3 MI N JCT US 202 (Lat: 44.146569,  Lng: -70.228889),  Route carried "on" structure: State highway 4,  Year Built: 1953,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20,052 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,073 (year 2036),  Design Load: H 20,  Features Intersected: LAKE AUBURN OUTLET,  Facility Carried by Structure: TURNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.704,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.1 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: 24.6 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,  Deck Geometry: Superior to present desirable 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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3076,  Location: LEWISTON-AUBURN TL (Lat: 44.097200,  Lng: -70.223000),  Route carried "on" structure: State highway 202,  Year Built: 1983,  Status: Open,  Structure Length: 18.37m (60.27ft),  Average Daily Traffic: 33,048 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,267 (year 2036),  Design Load: H 20,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.563,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.9 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: 55.4 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: Equal to 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: September 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3225,  Location: 1.3 MI N OF JCT RTE 11 (Lat: 44.099419,  Lng: -70.267019),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 4,810 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,734 (year 2036),  Design Load: Greater than HL93,  Features Intersected: TAYLOR BROOK,  Facility Carried by Structure: HOTEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 75.8 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: 58.6 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: Superior 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 333,  Location: TOWNLINE (Lat: 44.089531,  Lng: -70.221311),  Route carried "on" structure: State highway ,  Year Built: 1936,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 22.04m (72.31ft),  Average Daily Traffic: 12,578 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,805 (year 2036),  Design Load: H 20,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: BROAD ST
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.812,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 71.6m (234.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3338,  Location: 1.5 MI S OF JCT RTE 11 (Lat: 44.063489,  Lng: -70.273169),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 9,561 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,385 (year 2036),  Design Load: HL 93,  Features Intersected: LITTLE ANDROSCOGGIN RV,  Facility Carried by Structure: HOTEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.8 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: 42.4 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 3339,  Location: 1.5 MI from RTE 4 (Lat: 44.120931,  Lng: -70.214169),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 496 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 794 (year 2036),  Features Intersected: BOBBIN MILL BROOK,  Facility Carried by Structure: N RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.557,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.0 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: 27.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum 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: Bituminous

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Structure Number: 3895,  Location: 0.4 MI S JCT OF RTE 202 (Lat: 44.088069,  Lng: -70.225289),  Route carried "on" structure: State highway 136,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 14,062 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,212 (year 2036),  Design Load: H 20,  Features Intersected: LITTLE ANDROSCOGGIN RI,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.628,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5454,  Location: 2.6 MI W OF JCT RTE 4 (Lat: 44.175419,  Lng: -70.274531),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,141 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,712 (year 2036),  Features Intersected: INLET TO LAKE AUBURN,  Facility Carried by Structure: LAKE SHORE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.2 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: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5786,  Location: 2.3 MI SO 11-121 (Lat: 44.059461,  Lng: -70.255711),  Route carried "on" structure: State highway 202,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 8,413 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,778 (year 2036),  Design Load: HL 93,  Features Intersected: LITTLE ANDROSCOGGIN RV,  Facility Carried by Structure: S WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.4 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: 43.4 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: Equal to present minimum 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5863,  Location: 50 FT N LAKE SHORE DR (Lat: 44.175831,  Lng: -70.274750),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,212 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,818 (year 2036),  Design Load: H 20,  Features Intersected: WILSON STREAM,  Facility Carried by Structure: N AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.7 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: 16.8 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: November 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5952,  Location: 1 MI N NEW GLOUCESTER (Lat: 44.027111,  Lng: -70.273000),  Route carried "on" structure: State highway 202,  Year Built: 2009,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 9,990 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,986 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: C.N.RR,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.116,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.0m (131.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 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: 39.2 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6385,  Location: JCT CENTER STREET (Lat: 44.120519,  Lng: -70.225281),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 14,576 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,406 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RTE 4,  Facility Carried by Structure: MOUNT AUBURN AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very 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: Better than present minimum 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6496,  Location: .32 mi E of Kittyhawk Ave (Lat: 44.037950,  Lng: -70.268419),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 9,180 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,852 (year 2036),  Design Load: HL 93,  Features Intersected: Auburn Interchange
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.184,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: 59.0 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Location: 0.329 mi E of Kittyhawk (Lat: 44.037839,  Lng: -70.268333),  Route carried "under" structure: Service 12110,  Structure Length: 0. m,  Average Daily Traffic: 8,430 (year 2014),  Truck Traffic: 10%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: AUBURN INTERCHANGE
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 368.363,  Lanes on structure: 2,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.084 mi N of Allied Rd (Lat: 44.039292,  Lng: -70.262853),  Route carried "under" structure: Service 22310,  Structure Length: 0. m,  Average Daily Traffic: 9,642 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (NB),  Facility Carried by Structure: WASHINGTON ST & MC
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 109.677,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 0.176 mi E of US 202 (Lat: 44.040703,  Lng: -70.258150),  Route carried "under" structure: Service 32110,  Structure Length: 0. m,  Average Daily Traffic: 8,030 (year 2014),  Truck Traffic: 10%,  Features Intersected: DANVILLE CORNER RD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 120.347,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.424 mi W of Main ST (Lat: 44.047947,  Lng: -70.239344),  Route carried "under" structure: Service 42110,  Structure Length: 0. m,  Average Daily Traffic: 8,030 (year 2014),  Truck Traffic: 10%,  Features Intersected: HACKETT ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 121.538,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.059 mi S of Witham (Lat: 44.052753,  Lng: -70.226900),  Route carried "under" structure: Service 52110,  Structure Length: 0. m,  Average Daily Traffic: 8,030 (year 2014),  Truck Traffic: 10%,  Features Intersected: SOUTH MAIN STREET,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 123.163,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.163 mi E of Vickery Rd (Lat: 44.064403,  Lng: -70.207181),  Route carried "under" structure: Service 62410,  Structure Length: 0. m,  Average Daily Traffic: 5,164 (year 2014),  Truck Traffic: 5%,  Features Intersected: ANDROSCOGGIN RIVER,  Facility Carried by Structure: I-95 (NB)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 26.200,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 1.3 MI NE RTE 231 (Lat: 43.978581,  Lng: -70.267494),  Route carried "under" structure: Spur US 22500,  Structure Length: 0. m,  Average Daily Traffic: 520 (year 2014),  Truck Traffic: 5%,  Features Intersected: MCRR-Springfield,  Facility Carried by Structure: TRAPP RD(COBBS BR
Minimum Vertical Clearance: 3.88m (12.73ft),  Kilometerpoint: 5.198,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.126 mi E of Swamp Rd (Lat: 43.977444,  Lng: -70.315161),  Route carried "under" structure: US 52110,  Structure Length: 0. m,  Average Daily Traffic: 8,550 (year 2014),  Truck Traffic: 11%,  Features Intersected: CHANDLER MILL RD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 111.302,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.768 mi W of US 202 (Lat: 43.985461,  Lng: -70.309908),  Route carried "under" structure: US 62110,  Structure Length: 0. m,  Average Daily Traffic: 8,550 (year 2014),  Truck Traffic: 11%,  Features Intersected: SNOW HILL ROAD,  Facility Carried by Structure: I-96
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 112.236,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.894 mi E of Tobey Rd (Lat: 43.997467,  Lng: -70.308472),  Route carried "under" structure: US 82500,  Structure Length: 0. m,  Average Daily Traffic: 1,868 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-951985 (NB),  Facility Carried by Structure: BALD HILL RD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.241 mi NW of Plains Rd (Lat: 44.177019,  Lng: -70.226900),  Route carried "under" structure: Spur City street 62110,  Structure Length: 0. m,  Average Daily Traffic: 4,580 (year 2014),  Truck Traffic: 11%,  Features Intersected: LUNTS HILL ROAD,  Facility Carried by Structure: MTPK
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 156.863,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 1.0 MI N'LY OF ROUTE 1 (Lat: 44.029147,  Lng: -70.236694),  Route carried "under" structure: Federal lands road 72500,  Structure Length: 0. m,  Average Daily Traffic: 167 (year 2014),  Truck Traffic: 5%,  Features Intersected: MCRR,  Facility Carried by Structure: LEWIS HILL ROAD (T
Minimum Vertical Clearance: 3.30m (10.83ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.095 mi N of Allied Rd (Lat: 44.039469,  Lng: -70.262772),  Route carried "on" structure: County highway 32310,  Structure Length: 0. m,  Average Daily Traffic: 9,642 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-95 (SB),  Facility Carried by Structure: WASHINGTON ST & MC
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 109.741,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 1.7 MI. W. TOWNLINE (Lat: 44.032578,  Lng: -70.186761),  Route carried "under" structure: ServiceOther road 72310,  Structure Length: 0. m,  Average Daily Traffic: 7,219 (year 2014),  Truck Traffic: 9%,  Features Intersected: US 1,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 162.753,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.5 MI W JCT OF US 202 (Lat: 44.116703,  Lng: -70.216428),  Route carried "under" structure: Business US 2500,  Structure Length: 0. m,  Average Daily Traffic: 594 (year 2014),  Truck Traffic: 5%,  Features Intersected: VIETNAM VET CONNEC,  Facility Carried by Structure: W CHAN ANDRO R & R
Minimum Vertical Clearance: 10.06m (33.01ft),  Kilometerpoint: 4.329,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: JCT CENTER STREET (Lat: 44.120522,  Lng: -70.225283),  Route carried "under" structure: ServiceState highway 52310,  Structure Length: 0. m,  Average Daily Traffic: 8,718 (year 2014),  Truck Traffic: 5%,  Features Intersected: MT AUBURN AVENUE,  Facility Carried by Structure: RTE 4
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 123.710,  Lanes on structure: 7,  Length of Maximum Span: 0.0m