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

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Location: .4 MI N JCT 25 (Lat: 0.001206,  Lng: -110.185283),  Year Built: 626 ,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 20 (year 0000),  Average Future Daily Traffic: 18,794 (year 2034),  Features Intersected: 82105CUMBERLAND ST.
Lanes on structure: 1,  Lanes under structure: 90,  Toll: On Interstate toll segment,  Owner: County Highway Agency,  Approaching Roadway Width: 0.00m,  Skew: 80 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Substructure: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1519,  Location: 0.1 MI W JCT RTE 25 (Lat: 43.683189,  Lng: -70.352050),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 16,440 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,016 (year 2036),  Design Load: Greater than HL93,  Features Intersected: PRESUMPSCOT RIVER,  Facility Carried by Structure: CUMBERLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.8 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: 41.5 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 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: March 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1545,  Location: 0.5 MI S OF JCT RTE 25 (Lat: 43.672569,  Lng: -70.349161),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 3,720 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,208 (year 2036),  Design Load: HS 20,  Features Intersected: WESTBROOK ARTERIAL,  Facility Carried by Structure: WOODLAWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 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: Meets minimum limits,  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: Built-up

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Structure Number: 1547,  Location: .4 MI S JCT 25 (Lat: 43.673511,  Lng: -70.351250),  Year Built: 1975,  Status: Open,  Structure Length: 13.53m (44.39ft),  Design Load: Pedestrian,  Features Intersected: WESTBROOK ARTERIAL
Minimum Vertical Clearance: 2.44m (8.01ft),  Lanes under structure: 4,  Owner: State Highway Agency,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Substructure: Satisfactory,  Underclear: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 3467,  Location: .9 MI S TOWNLINE (Lat: 43.741611,  Lng: -70.353161),  Route carried "on" structure: State highway 302,  Year Built: 2011,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 13,540 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,956 (year 2036),  Design Load: Greater than HL93,  Features Intersected: MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.5 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 3987,  Location: 0.1 MI SW JCT RTE 302 (Lat: 43.703311,  Lng: -70.326311),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,321 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,049 (year 2036),  Design Load: Greater than HL93,  Features Intersected: MILL BROOK,  Facility Carried by Structure: EAST BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 82.0 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: 63.2 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: 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,  Inspection Date: December 2021

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Structure Number: 543,  Location: 0.4 MI NW OF SACO STREET (Lat: 43.656300,  Lng: -70.400689),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,528 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,339 (year 2036),  Design Load: H 20,  Features Intersected: STROUDWATER RIVER,  Facility Carried by Structure: BRACKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  Culverts: 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: 82.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5661,  Location: 0.1 MI N JCT RTE 25 (Lat: 43.677711,  Lng: -70.367031),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,340 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,476 (year 2036),  Design Load: H 20,  Features Intersected: PRESUMPSCOT RIVER,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.4 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5749,  Location: 150 FT S'LY OF PRIDE ST (Lat: 43.701911,  Lng: -70.340711),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,851 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,991 (year 2036),  Design Load: H 20,  Features Intersected: MILL BROOK,  Facility Carried by Structure: AUSTIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 5751,  Location: 1.2 MI S JCT RTE 25 (Lat: 43.660689,  Lng: -70.361400),  Route carried "on" structure: State highway ,  Year Built: 1916,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 11,740 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,436 (year 2036),  Design Load: H 20,  Features Intersected: STROUDWATER RIVER,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6045,  Location: 0.6 MI S JCT RTE 25 (Lat: 43.667539,  Lng: -70.373889),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,230 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,522 (year 2036),  Design Load: H 20,  Features Intersected: STROUDWATER RIVER,  Facility Carried by Structure: SACO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 47.3 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: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Location: .4 MI N JCT 25 (Lat: 43.686044,  Lng: -70.357119),  Route carried "under" structure: Bypass State highway 2400,  Structure Length: 0. m,  Average Daily Traffic: 13,424 (year 2014),  Truck Traffic: 5%,  Features Intersected: CUMBERLAND ST.,  Facility Carried by Structure: MCRR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: .3 MI S WESTBROOK ST (Lat: 43.682119,  Lng: -70.356125),  Route carried "under" structure: Bypass State highway 12500,  Structure Length: 0. m,  Average Daily Traffic: 2,496 (year 2014),  Truck Traffic: 5%,  Features Intersected: BROWN STREET,  Facility Carried by Structure: MAINE CENTRAL RAIL
Minimum Vertical Clearance: 3.50m (11.48ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Location: 0.2 MI W OF JCT RTE US 1 (Lat: 43.742275,  Lng: -70.319839),  Route carried "under" structure: State lands road 22310,  Structure Length: 0. m,  Average Daily Traffic: 27,050 (year 2014),  Truck Traffic: 11%,  Features Intersected: JOHNSON ROAD,  Facility Carried by Structure: INTERSTATE 295
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 18.990,  Lanes on structure: 4,  Length of Maximum Span: 0.0m