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

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Structure Number: 1376,  Location: .5 MI S TOWNLINE (Lat: 43.638881,  Lng: -70.294511),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1974,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 4,280 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,992 (year 2036),  Design Load: HS 20,  Features Intersected: 295/NB RAMP 295 TO 1/PTR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.300,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 1377,  Location: .5 MI S TOWNLINE (Lat: 43.640531,  Lng: -70.293019),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 11,240 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,736 (year 2036),  Design Load: HS 20,  Features Intersected: I295 & NB US1 TO 295 NB,  Facility Carried by Structure: US 1 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.9m (98.1ft),  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: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 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: 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 139,  Location: 0.051 mi N of Spring St (Lat: 43.625961,  Lng: -70.347100),  Route carried "on" structure: Interstate 295,  Year Built: 1972,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 14,770 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,678 (year 2036),  Design Load: HL 93,  Features Intersected: PAYNE ROAD (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.249,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 39.9 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: Better than 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1513,  Location: 0.5 MI N RTE 1 CONN. (Lat: 43.626989,  Lng: -70.329181),  Route carried "on" structure: State highway 295,  Year Built: 1971,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 14,770 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,678 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 703
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.736,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 36.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 329,  Location: 100 FT S OF JCT RTE 16 (Lat: 45.117439,  Lng: -69.646419),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 72 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 115 (year 2036),  Design Load: H 15,  Features Intersected: KINGSBURY STREAM,  Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.182,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.2 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: 20.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3945,  Location: TOWNLINE (Lat: 43.643281,  Lng: -70.284019),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 49.07m (160.99ft),  Average Daily Traffic: 9,869 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,817 (year 2036),  Design Load: Greater than HL93,  Features Intersected: FORE RIVER,  Facility Carried by Structure: ROUTE US 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.7 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 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 506,  Location: 0.7 MI NE'LY JCT RTE 9ST (Lat: 43.626711,  Lng: -70.296531),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 13,140 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,396 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: PTRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.655,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: 59,  Location: PORTLAND - S PORTLAND TL (Lat: 43.645039,  Lng: -70.257889),  Route carried "on" structure: State highway 77,  Year Built: 1998,  Status: Open,  Structure Length: 144.72m (474.80ft),  Average Daily Traffic: 14,893 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,850 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: FORE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 59.7m (195.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 29,  Length of Maximum Span: 87.5m (287.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 27.5 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  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,  Other Special Inspection Frequency: Every 96 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: January 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: 6182,  Location: .7 MI W JCT 9 (Lat: 43.625569,  Lng: -70.324889),  Route carried "on" structure: State highway ,  Year Built: 1955,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 14,700 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,580 (year 2036),  Design Load: H 20,  Features Intersected: S.R. 703,  Facility Carried by Structure: BROADWAY SA 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.4 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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6198,  Location: NB295 & US1 INTERCHANGE (Lat: 43.638789,  Lng: -70.293311),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 1,849 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,774 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: PTRR & RAMP295NBtoUS1NB,  Facility Carried by Structure: US1NB&RAMPUS1to295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 83.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6249,  Location: 1 MI W US #1 (Lat: 43.631161,  Lng: -70.311969),  Route carried "on" structure: State highway 295,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 29,740 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 41,636 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 9 (WESTBROOK ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.476,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.4 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: 51.2 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6256,  Location: 1.7 MI N US 1 (Lat: 43.628181,  Lng: -70.317639),  Route carried "on" structure: Ramp State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 11,040 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,456 (year 2036),  Design Load: HS 20,  Features Intersected: BROADWAY,  Facility Carried by Structure: RT 1 CONN NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  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: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6257,  Location: 1.7 MI N US 1 (Lat: 43.628911,  Lng: -70.318350),  Route carried "on" structure: Ramp State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 7,840 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,976 (year 2036),  Design Load: HS 20,  Features Intersected: BROADWAY,  Facility Carried by Structure: RT 1 CONN SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  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: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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: 6258,  Location: .5 MI NO SR 103 (Lat: 43.628939,  Lng: -70.318311),  Route carried "on" structure: Ramp State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 7,840 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,976 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 295,  Facility Carried by Structure: RTE 1 CONNECTOR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  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: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.9 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: 29.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6272,  Location: 1 MI SO I-295 (Lat: 43.623750,  Lng: -70.319550),  Route carried "on" structure: State highway 701,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 9,410 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,174 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 703,  Facility Carried by Structure: RT 1 CONN NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.9 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: 47.0 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6273,  Location: 0.5 MI N RTE 1 CONN (Lat: 43.626850,  Lng: -70.328831),  Route carried "on" structure: State highway 295,  Year Built: 1971,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 9,830 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,762 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 703
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 3,  Lanes under structure: 4,  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: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.6 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: 36.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6281,  Location: TOWNLINE (Lat: 43.645511,  Lng: -70.290769),  Route carried "on" structure: State highway 295,  Year Built: 1973,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 18.46m (60.56ft),  Average Daily Traffic: 36,530 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,142 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: FORE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.938,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: Superior to present desirable criteria,  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 2020,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6304,  Location: 0.066 mi N of Spring St (Lat: 43.625750,  Lng: -70.347419),  Route carried "on" structure: Interstate 295,  Year Built: 1972,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 11,200 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,680 (year 2036),  Design Load: HL 93,  Features Intersected: PAYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.5 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 minimum criteria,  Deck Geometry: Better than 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6449,  Location: South Portland (Lat: 43.630919,  Lng: -70.311811),  Route carried "on" structure: State highway 29,  Year Built: 2014,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 10,120 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,168 (year 2036),  Design Load: Greater than HL93,  Features Intersected: Westbrook Street,  Facility Carried by Structure: Exit 3 NB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  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: 37.8m (124.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.5 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: 57.7 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 desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable 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: 6532,  Location: 1 MI W US #1 (Lat: 43.631350,  Lng: -70.312069),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 28,580 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,012 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 9 (WESTBROOK ST.)
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 9999.999,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.4 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: 51.2 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6555,  Location: I295 Ramp & US1 Ramp (Lat: 43.638819,  Lng: -70.293419),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 1,849 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,774 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: No Roadway,  Facility Carried by Structure: I-295 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 97.2 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: 83.6 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum 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

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Location: 0.205 mi W of Payne Rd (Lat: 43.628625,  Lng: -70.347878),  Route carried "under" structure: Ramp US 62110,  Structure Length: 0. m,  Average Daily Traffic: 24,180 (year 2014),  Truck Traffic: 10%,  Features Intersected: CUMMINGS (SPRING),  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 70.795,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: .1 MI W RTE 9 (Lat: 43.629736,  Lng: -70.295897),  Route carried "under" structure: Alternate State highway 92300,  Structure Length: 0. m,  Average Daily Traffic: 13,160 (year 2014),  Truck Traffic: 5%,  Features Intersected: MAINE CENTRAL RR,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.194 mi NW Maine Mall Rd (Lat: 43.632144,  Lng: -70.227217),  Route carried "under" structure: Ramp State highway 2110,  Structure Length: 0. m,  Average Daily Traffic: 15,680 (year 2014),  Truck Traffic: 10%,  Features Intersected: S PORTLAND INTER,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 71.230,  Lanes on structure: 5,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.051 mi N of Spring St (Lat: 43.625961,  Lng: -70.347075),  Route carried "on" structure: State highway 2300,  Structure Length: 0. m,  Average Daily Traffic: 26,826 (year 2014),  Truck Traffic: 5%,  Features Intersected: I295 OVER PAYNE RD,  Facility Carried by Structure: PAYNE ROAD (SB)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 5.375,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Location: NB295 & US1 INTERCHANGE (Lat: 43.639025,  Lng: -70.256131),  Route carried "under" structure: Interstate 82300,  Structure Length: 0. m,  Average Daily Traffic: 2,144 (year 2014),  Truck Traffic: 7%,  Features Intersected: US1NB&RAMPUS1to295,  Facility Carried by Structure: PTRR & RAMP295NBto
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Location: 0.25 MI NE US 1 SPLITS (Lat: 43.603964,  Lng: -70.228950),  Route carried "under" structure: US 22310,  Structure Length: 0. m,  Average Daily Traffic: 9,064 (year 2014),  Truck Traffic: 7%,  Features Intersected: NB ROUTE 1 CONNEC,  Facility Carried by Structure: US 1 SOUTHBOUND
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Location: 1 MI W US #1 (Lat: 43.631144,  Lng: -70.311997),  Route carried "under" structure: Spur US 92310,  Structure Length: 0. m,  Average Daily Traffic: 26,880 (year 2014),  Truck Traffic: 10%,  Features Intersected: I-295,  Facility Carried by Structure: ROUTE 9 (WESTBROOK
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.460,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Location: 1.7 MI N US 1 (Lat: 43.628114,  Lng: -70.317689),  Route carried "under" structure: US 62300,  Structure Length: 0. m,  Average Daily Traffic: 5,715 (year 2014),  Truck Traffic: 5%,  Features Intersected: RT 1 CONN NB,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 1.7 MI N US 1 (Lat: 43.627864,  Lng: -70.318628),  Route carried "under" structure: US 72310,  Structure Length: 0. m,  Average Daily Traffic: 17,540 (year 2014),  Truck Traffic: 10%,  Features Intersected: RT 1 CONN SB,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.897,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Location: .5 MI NO SR 103 (Lat: 43.628853,  Lng: -70.318378),  Route carried "under" structure: US 82300,  Structure Length: 0. m,  Average Daily Traffic: 5,715 (year 2014),  Truck Traffic: 5%,  Features Intersected: RTE 1 CONNECTOR SB,  Facility Carried by Structure: INTERSTATE 295
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 1 MI SO I-295 (Lat: 43.623669,  Lng: -70.319586),  Route carried "under" structure: Ramp US 22310,  Structure Length: 0. m,  Average Daily Traffic: 7,970 (year 2014),  Truck Traffic: 7%,  Features Intersected: RT 1 CONN NB,  Facility Carried by Structure: STATE ROUTE 703
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.159,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Location: 0.5 MI N RTE 1 CONN (Lat: 43.626858,  Lng: -70.328819),  Route carried "under" structure: Ramp US 32310,  Structure Length: 0. m,  Average Daily Traffic: 12,752 (year 2014),  Truck Traffic: 7%,  Features Intersected: I-295 NORTHBOUND,  Facility Carried by Structure: STATE ROUTE 703
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.186 mi W of Payne Rd (Lat: 43.625358,  Lng: -70.351267),  Route carried "under" structure: State highway 32110,  Structure Length: 0. m,  Average Daily Traffic: 24,180 (year 2014),  Truck Traffic: 10%,  Features Intersected: I-295 SB,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 70.296,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Location: 0.066 mi N of Spring St (Lat: 43.625758,  Lng: -70.347361),  Route carried "under" structure: State highway 42300,  Structure Length: 0. m,  Average Daily Traffic: 26,826 (year 2014),  Truck Traffic: 5%,  Features Intersected: I-295,  Facility Carried by Structure: PAYNE ROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.359,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Location: .163M W of Philbrook (Lat: 43.630861,  Lng: -70.340817),  Route carried "under" structure: County highway 2300,  Structure Length: 0. m,  Average Daily Traffic: 22,285 (year 2014),  Truck Traffic: 5%,  Features Intersected: PAYNE ROAD,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 9.77m (32.05ft),  Kilometerpoint: 0.483,  Lanes on structure: 6,  Length of Maximum Span: 0.0m