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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 210ft / 64mTotal length
  • 256,101Total average daily traffic
  • 17,083Total average daily truck traffic
  • 228,799Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Biddeford
  • No street view available for this location

New bridges in Biddeford, ME - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 11950-1959
  • 11970-1979
  • 41980-1989
  • 11990-1999
  • 62000-2009
  • 12010-2018
Reconstructed bridges in Biddeford, ME - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Biddeford, ME
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 38.5%Very good
  • 53.8%Good
  • 7.7%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 46.2%Very good
  • 38.5%Good
  • 7.7%Satisfactory
  • 7.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 7.7%Very good
  • 69.2%Good
  • 15.4%Satisfactory
  • 7.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 44.4%Very good
  • 33.3%Good
  • 11.1%Fair
  • 11.1%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Excellent
  • 66.7%Satisfactory
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Structure Number: 822,  Location: 0.4 MI SEOF ROUTE 111 (Lat: 43.472819,  Lng: -70.491261),  Route carried "on" structure: State highway ,  Year Built: 1989,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 15,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,260 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: B & M RR,  Facility Carried by Structure: BIDDEFORD CONN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 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: 25.9 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 128,  Location: 1.1 MI E WATERHOUSE RD (Lat: 43.512500,  Lng: -70.538119),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 420 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 672 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: COLDWATER BROOK,  Facility Carried by Structure: BUZZEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016
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Structure Number: 1301,  Location: 0.2 MI N KINGS HWAY GRB (Lat: 43.403311,  Lng: -70.404089),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 761 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,218 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: PERKINS BROOK,  Facility Carried by Structure: KINGS HIGHWAY G R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1335,  Location: 0.060 mi W of Skillings R (Lat: 43.467667,  Lng: -70.515789),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 24,670 (year 2014),  Truck Traffic: 11%,  Features Intersected: OLD ALFRED RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 47.996,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 1336,  Location: 0.358 mi W of Biddo Conn (Lat: 43.477081,  Lng: -70.502750),  Route carried "on" structure: State highway 111,  Year Built: 1994,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 27,445 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,423 (year 2036),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 159.0m (521.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 1336,  Location: 0.358 mi W of Biddo Conn (Lat: 43.470000,  Lng: -70.500000),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 24,670 (year 2014),  Truck Traffic: 11%,  Features Intersected: ALFRED RD-RTE 111
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 49.139,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 1338,  Location: 0.238 mi NW of SR 111 (Lat: 43.480161,  Lng: -70.499889),  Route carried "on" structure: Ramp Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 13,170 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,438 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: BIDDEFORD INTER.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 1338,  Location: 0.238 mi NW of SR 111 (Lat: 43.480000,  Lng: -70.490000),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 22,080 (year 2014),  Truck Traffic: 11%,  Features Intersected: BIDDEFORD INTER.
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 5.012,  Lanes on structure: 5,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 134,  Location: 0.138 mi W of Cathedral (Lat: 43.495961,  Lng: -70.490150),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 4,469 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,257 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 1351,  Location: .1 M IS TL @ HOOPER ST (Lat: 43.496656,  Lng: -70.456403),  Route carried "under" structure: State highway 1,  Structure Length: 0. m,  Average Daily Traffic: 21,560 (year 2014),  Truck Traffic: 5%,  Features Intersected: BOSTON AND MAINE R
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 54.996,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 2265,  Location: BIDDEFORD-SACO T L (Lat: 43.498750,  Lng: -70.451400),  Route carried "on" structure: State highway 1,  Year Built: 1933,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 14,908 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,871 (year 2036),  Design Load: HS 20,  Features Intersected: SACO RIVER (N OF E CHAN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.478,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 19.8 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: 15.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2017,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 308,  Location: 0.2 MI W'LY OF SACO T.L. (Lat: 43.497681,  Lng: -70.455111),  Route carried "on" structure: State highway 1,  Year Built: 1985,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 19,478 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,269 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: SACO RIVER (W OR S CHAN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.173,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.4 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: 32.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2017,  Underwater Inspection Date: June 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3163,  Location: 1.0 MO W OF TPKE OVERPASS (Lat: 43.498231,  Lng: -70.508919),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.46m (1.51ft),  Average Daily Traffic: 3,840 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,376 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: SWAN POND BROOK,  Facility Carried by Structure: SOUTH STREET (SA 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3418,  Location: 1 MI NW RTE 1 (Lat: 43.496900,  Lng: -70.475281),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,440 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,416 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: THATCHER BROOK,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.7 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: 43.7 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: 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: July 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other
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Structure Number: 3423,  Location: SACO/BIDDEFORD T L (Lat: 43.493089,  Lng: -70.448950),  Route carried "on" structure: County highway 9,  Year Built: 2004,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 21,430 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,002 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: SACO RIVER WEST CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.691,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2017,  Underwater Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3908,  Location: .6 MI W US 1 (Lat: 43.480681,  Lng: -70.482319),  Route carried "on" structure: State highway 111,  Year Built: 2004,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 21,790 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,506 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: B&M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 391,  Location: 0.6 MI SE OF S JCT RTE 9 (Lat: 43.436761,  Lng: -70.369861),  Route carried "on" structure: County highway 208,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,930 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,895 (year 2036),  Design Load: Greater than HL93,  Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.702,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  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: 45.7 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: Superior 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,  Inspection Date: October 2016
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Structure Number: 5736,  Location: 250 FT NE OF KENNE-PORT (Lat: 43.421069,  Lng: -70.407300),  Route carried "on" structure: County highway 9,  Year Built: 1959,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 2,370 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,318 (year 2036),  Design Load: H 20,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.761,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016
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Structure Number: 6194,  Location: .5 MI W JCT US 1 (Lat: 43.492589,  Lng: -70.471100),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,088 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,523 (year 2036),  Design Load: H 20,  Features Intersected: B&MRR SPUR,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.5 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6195,  Location: .4 MI W JCT US 1 (Lat: 43.492589,  Lng: -70.469650),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 6,682 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,355 (year 2036),  Design Load: H 20,  Features Intersected: B&MRR,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 75.2 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: 5.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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