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


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 62ft / 19mTotal length
  • 305,337Total average daily traffic
  • 26,124Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Scarborough
  • No street view available for this location

New bridges in Scarborough, ME - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 21960-1969
  • 11980-1989
  • 51990-1999
  • 22000-2009
Average Bridge Daily Traffic in Scarborough, ME
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.2%Very good
  • 55.6%Good
  • 22.2%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Very good
  • 66.7%Good
  • 11.1%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Very good
  • 55.6%Good
  • 22.2%Satisfactory
  • 11.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 80.0%Good
  • 20.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Very good
  • 50.0%Good
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Structure Number: 269,  Location: 0.495 mi W of Payne Rd (Lat: 43.591300,  Lng: -70.385253),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 34,920 (year 2014),  Truck Traffic: 11%,  Features Intersected: BEECH RIDGE ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 65.518,  Lanes on structure: 6,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 27,  Location: 0.441 mi W of Payne RD (Lat: 43.599400,  Lng: -70.377989),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 363 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 581 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: TWO ROD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 3.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 27,  Location: 0.441 mi W of Payne RD (Lat: 43.599400,  Lng: -70.377989),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 34,920 (year 2014),  Truck Traffic: 11%,  Features Intersected: TWO ROD ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 66.645,  Lanes on structure: 6,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 271,  Location: 0.287 mi NW of Payne Rd (Lat: 43.610311,  Lng: -70.366950),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 6,638 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,293 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: HOLMES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 6.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 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: May 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: 271,  Location: 0.287 mi NW of Payne Rd (Lat: 43.610308,  Lng: -70.366947),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 33,970 (year 2014),  Truck Traffic: 11%,  Features Intersected: HOLMES ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 68.286,  Lanes on structure: 6,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 214,  Location: 0.9 MI S'LY OF RTES 1 & 9 (Lat: 43.579919,  Lng: -70.326219),  Route carried "on" structure: County highway 207,  Year Built: 1995,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 14,080 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,712 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: NONESUCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  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: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 4.6 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: 35.6 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 224,  Location: 0.7 MI NE RTE 9 JCT US1 (Lat: 43.578061,  Lng: -70.373900),  Route carried "on" structure: State highway 1,  Year Built: 2004,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 22,357 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,300 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: DUNSTAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.838,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 191.0m (626.6ft),  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2017,  Underwater Inspection Date: June 2016
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Structure Number: 2671,  Location: .3 MI S TOWNLINE (Lat: 43.609131,  Lng: -70.313581),  Route carried "on" structure: State highway 1,  Year Built: 1986,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 11,598 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,237 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: NONESUCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.129,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 2.2m (7.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 3911,  Location: 0.8 MI S JCT US 1 (Lat: 43.602911,  Lng: -70.301939),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 11,580 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,212 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BOSTON & MAINE RR,  Facility Carried by Structure: PLEASANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.8 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: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3944,  Location: 0.4 MI SW JCT RTE 114 (Lat: 43.616139,  Lng: -70.355189),  Route carried "on" structure: County highway ,  Year Built: 1946,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 16,250 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,750 (year 2036),  Design Load: H 15,  Features Intersected: NONESUCH RIVER,  Facility Carried by Structure: PAYNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.087,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.6 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5293,  Location: 1.2 MI S JCT US1 & 9 (Lat: 43.578039,  Lng: -70.322600),  Route carried "on" structure: County highway 207,  Year Built: 1996,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 14,080 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,712 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: BOSTON AND MAINE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.866,  Lanes on structure: 3,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum 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: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 6201,  Location: 0.5 MI N US 1 (Lat: 43.611711,  Lng: -70.320500),  Route carried "on" structure: State highway 701,  Year Built: 1968,  Status: Open,  Structure Length: 0.61m (2.00ft),  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: NONESUCH RIVER,  Facility Carried by Structure: RTE 1 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum 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 24 months,  Inspection Date: August 2016,  Underwater Inspection Date: October 2017
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Structure Number: 6202,  Location: 0.25 MI NE US 1 SPLITS (Lat: 43.603931,  Lng: -70.318381),  Route carried "on" structure: State highway 701,  Year Built: 1968,  Status: Open,  Structure Length: 0.36m (1.18ft),  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: US 1 SOUTHBOUND,  Facility Carried by Structure: NB ROUTE 1 CONNEC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.2 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: 37.9 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: 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 6301,  Location: 0.297 mi NW of Payne Rd (Lat: 43.622244,  Lng: -70.356414),  Route carried "under" structure: State highway 114,  Structure Length: 0. m,  Average Daily Traffic: 13,651 (year 2014),  Truck Traffic: 5%,  Features Intersected: GORHAM RD/RTE 114,  Facility Carried by Structure: (OVER) I-295 SB RA
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 4.312,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 6302,  Location: 0.207 mi NW of Payne Rd (Lat: 43.621992,  Lng: -70.354597),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 33,970 (year 2014),  Truck Traffic: 11%,  Features Intersected: GORHAM RD/RTE 114
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 69.798,  Lanes on structure: 5,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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Structure Number: 6357,  Location: 0.333 mi NW of Payne Rd (Lat: 43.605069,  Lng: -70.372439),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,660 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,324 (year 2036),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: SCARBOROUGH INTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  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: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 6357,  Location: 0.333 mi NW of Payne Rd (Lat: 43.605064,  Lng: -70.372436),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 31,480 (year 2014),  Truck Traffic: 11%,  Features Intersected: SCARBOROUGH INTER
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.753,  Lanes on structure: 5,  Toll: On Interstate toll segment,  Length of Maximum Span: 0.0m

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