Bridge Statistics for Berlin, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 38,  Location: 0.2 MI N OF US ROUTE 1 (Lat: 41.061167,  Lng: -73.510136),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 149,600 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 222,291 (year 2034),  Design Load: H 20,  Features Intersected: HAMILTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.269,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 293.0m (961.3ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 58,  Location: 0.2 MI S OF NORWALK RV (Lat: 41.106503,  Lng: -73.415561),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 147,400 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 219,022 (year 2035),  Design Load: H 20,  Features Intersected: CRESCENT ST & MNRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.261,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 329.0m (1,079.4ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Built-up

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Structure Number: 109,  Location: EXIT 27 OFF I-95 SB (Lat: 41.173339,  Lng: -73.189811),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 2,700 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,012 (year 2034),  Design Load: HS 20,  Features Intersected: NORTH FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum 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: 162,  Location: 0.23 MI NORTH OF FIRST AV (Lat: 41.291778,  Lng: -72.945733),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 136,400 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 202,677 (year 2036),  Design Load: H 20,  Features Intersected: METRO NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.081,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 253.0m (830.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 87.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Total Project Cost: $3,540,000 ( Estimate for 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: 805,  Location: .3 MI S OF JCT ROUTE 160 (Lat: 41.636733,  Lng: -72.757361),  Route carried "on" structure: State highway 15,  Year Built: 1926,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 27,900 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,457 (year 2035),  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.524,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior 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,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1083,  Location: .5MI SO OF NEW BRITAIN TL (Lat: 41.646542,  Lng: -72.771019),  Route carried "under" structure: State highway 571,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2015),  Truck Traffic: 6%,  Features Intersected: SR 571,  Facility Carried by Structure: ROUTE 71
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1086,  Location: 0.5 MILE N OF ROUTE 71 (Lat: 41.619461,  Lng: -72.793375),  Route carried "on" structure: State highway 71A,  Year Built: 1935,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,900 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,253 (year 2033),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 109,  Location: 28 FT WEST OF CROMWELL TL (Lat: 41.608056,  Lng: -72.715061),  Route carried "on" structure: State highway 372,  Year Built: 1933,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 11,200 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,642 (year 2034),  Design Load: H 20,  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.699,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1091,  Location: .5 MI EAST OF ROUTE 15 (Lat: 41.620222,  Lng: -72.732272),  Route carried "on" structure: State highway 372,  Year Built: 1942,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,477 (year 2034),  Features Intersected: SPRUCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.688,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2016,  Underwater Inspection Date: May 2014

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Structure Number: 1092A,  Location: 0.15 MI W OF US ROUTE 5 (Lat: 41.625764,  Lng: -72.743281),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 25,950 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,559 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.955,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 6.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1092A,  Location: 0.15 MI W OF US ROUTE 5 (Lat: 41.625764,  Lng: -72.743281),  Route carried "under" structure: State highway 372,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.513,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1092B,  Location: 0.15 MI W OF US ROUTE 5 (Lat: 41.625572,  Lng: -72.743436),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 25,950 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,559 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.955,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1092B,  Location: 0.15 MI W OF US ROUTE 5 (Lat: 41.625572,  Lng: -72.743436),  Route carried "under" structure: State highway 372,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,799 (year 2016),  Truck Traffic: 8%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 14.497,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1093,  Location: 0.1 MILE NORTH OF EXIT 22 (Lat: 41.627453,  Lng: -72.747536),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 31,750 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,177 (year 2032),  Design Load: HS 20,  Features Intersected: WEBSTER SQUARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.341,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1094,  Location: 0.4 MI LOG DIR NO. RTE 15 (Lat: 41.627297,  Lng: -72.747767),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 31,750 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,177 (year 2032),  Design Load: HS 20,  Features Intersected: WEBSTER SQUARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.341,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  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: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1095,  Location: .2 MI NORTH EX 22 RTE9 SB (Lat: 41.628158,  Lng: -72.749217),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 67,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 99,555 (year 2035),  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.534,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 229.0m (751.3ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017

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Structure Number: 1096,  Location: ROUTE 9 EXIT NO. 23 (Lat: 41.634417,  Lng: -72.772250),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 15,765 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,425 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 9,  Facility Carried by Structure: CHRISTIAN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.5m (4.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 92.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1096,  Location: ROUTE 9 EXIT NO. 23 (Lat: 41.634417,  Lng: -72.772250),  Route carried "under" structure: State highway 9,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 67,000 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 9,  Facility Carried by Structure: CHRISTIAN LANE
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 53.177,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1097,  Location: 0.4 MILE NORTH OF EXIT 23 (Lat: 41.642869,  Lng: -72.756511),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 80,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 119,615 (year 2035),  Features Intersected: WILLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.255,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017

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Structure Number: 1098,  Location: .75MI S ELLIS ST OVERPASS (Lat: 41.644306,  Lng: -72.758442),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 40,250 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,807 (year 2035),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.497,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1099,  Location: .75 MI(S)ELLIS ST O-PASS (Lat: 41.644478,  Lng: -72.758311),  Route carried "on" structure: State highway 9,  Year Built: 1962,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 40,250 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,807 (year 2035),  Design Load: H 20,  Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.497,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1101,  Location: .4 MILE WEST OF JCT RTE 9 (Lat: 41.646656,  Lng: -72.792889),  Route carried "on" structure: State highway 571,  Year Built: 1962,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,900 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,710 (year 2035),  Features Intersected: WILLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: December 2017

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Structure Number: 162,  Location: 0.1 MILE E. OF ROUTE 71 (Lat: 41.645250,  Lng: -72.766472),  Route carried "under" structure: State highway 372,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 12.389,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1621,  Location: 100' WEST OF SEYMOUR ROAD (Lat: 41.626361,  Lng: -72.764500),  Route carried "on" structure: State highway 372,  Year Built: 1942,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 11,600 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,236 (year 2032),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3506,  Location: AT ROUTE 9/ RT 372 (Lat: 41.646694,  Lng: -72.766311),  Route carried "on" structure: State highway 9,  Year Built: 1968,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 35,450 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,675 (year 2035),  Design Load: HS 20,  Features Intersected: SR 571
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.173,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3506,  Location: AT ROUTE 9/ RT 372 (Lat: 41.646694,  Lng: -72.766311),  Route carried "under" structure: State highway 571,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2015),  Truck Traffic: 6%,  Features Intersected: SR 571,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 3507,  Location: 2.1 MI N OF ROUTE 372 (Lat: 41.648333,  Lng: -72.772917),  Route carried "on" structure: State highway 9,  Year Built: 1969,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 33,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,075 (year 2033),  Design Load: HS 20,  Features Intersected: PRIVATE PROPERTY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  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: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 96.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3508,  Location: .1 MI S OF NEW BRITAIN TL (Lat: 41.648186,  Lng: -72.780167),  Route carried "on" structure: State highway 9,  Year Built: 1969,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 33,700 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,075 (year 2033),  Design Load: HS 20,  Features Intersected: PRIVATE PROPERTY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.382,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  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: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38,  Location: 1.5 MI NORTH OF ROUTE 71A (Lat: 41.630386,  Lng: -72.779497),  Route carried "on" structure: State highway 71,  Year Built: 1974,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 2,700 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,012 (year 2033),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.088,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4062,  Location: 0.2 MI S OF ROUTE 372 (Lat: 41.626633,  Lng: -72.756961),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,978 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,911 (year 2037),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER,  Facility Carried by Structure: LOWER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: April 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4082,  Location: .10 MI E OF KENSINGTON RD (Lat: 41.629078,  Lng: -72.769578),  Route carried "on" structure: City street ,  Year Built: 1891,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,371 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,495 (year 2033),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: CAMELS BACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2014,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4109,  Location: 2500 FT W JCT OLD TPKE RD (Lat: 41.593800,  Lng: -72.783583),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,700 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,526 (year 2033),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: ORCHARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2014,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4138,  Location: .1 WEST OF WILMONT AVENUE (Lat: 41.339306,  Lng: -72.957892),  Route carried "on" structure: City street ,  Year Built: 1890,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,335 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,470 (year 2036),  Features Intersected: TOWN FARM BROOK,  Facility Carried by Structure: WINTERGREEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Superstructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4341,  Location: 300 FT EAST KENSINGTON RD (Lat: 41.613683,  Lng: -72.778806),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,263 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,306 (year 2035),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: NORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 8.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4472,  Location: 0.5 MI W OF US ROUTE 15 (Lat: 41.594208,  Lng: -72.763750),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,785 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,652 (year 2037),  Features Intersected: BELCHER BROOK,  Facility Carried by Structure: ORCHARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.537,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 0.8m (2.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2017,  Underwater Inspection Date: May 2017

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Structure Number: 4473,  Location: 575 FT W. OF R0UTE 372 (Lat: 41.631453,  Lng: -72.763306),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 6,069 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,018 (year 2037),  Features Intersected: MATTABESSET RIVER,  Facility Carried by Structure: BURNHAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017

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Structure Number: 4474,  Location: 500 FT FROM JCT ROUTE 372 (Lat: 41.625961,  Lng: -72.771028),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 2,805 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,168 (year 2037),  Design Load: HL 93,  Features Intersected: MATTABESSET RIVER,  Facility Carried by Structure: FARMINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 86.0m (282.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.5 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: 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Total Project Cost: $3,156,000 ( Estimate for 2010),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4476,  Location: 0.2 MI S OF ROUTE 160 (Lat: 41.638225,  Lng: -72.738750),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 275 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 409 (year 2037),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER,  Facility Carried by Structure: WORTHINGTON RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4477,  Location: 0.2 MI W OF ROUTE 160 (Lat: 41.642042,  Lng: -72.720372),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 2,200 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,269 (year 2037),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER,  Facility Carried by Structure: WETHERSFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum 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,  Inspection Date: April 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5224,  Location: 0.8 MI E OF ROUTE 372 (Lat: 41.639167,  Lng: -72.712914),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 1,005 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,493 (year 2037),  Design Load: HS 20,  Features Intersected: MATTABESSET RIVER,  Facility Carried by Structure: BERLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5764,  Location: 6.3 MI SOUTH OF NEWINGTON (Lat: 41.624850,  Lng: -72.741044),  Route carried "on" structure: State highway 9,  Year Built: 1989,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 24,550 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,479 (year 2034),  Design Load: HS 20,  Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.729,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 159.0m (521.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 1.7m (5.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2015,  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: 5764,  Location: 6.3 MI SOUTH OF NEWINGTON (Lat: 41.624850,  Lng: -72.741044),  Route carried "under" structure: State highway 15,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2014),  Truck Traffic: 6%,  Features Intersected: ROUTE 15,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 11.514,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 5768,  Location: 0.5 MILE NORTH OF RTE 372 (Lat: 41.622961,  Lng: -72.724511),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 1,860 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,764 (year 2036),  Design Load: HS 20,  Features Intersected: ROUTE 9,  Facility Carried by Structure: BECKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 5768,  Location: 0.5 MILE NORTH OF RTE 372 (Lat: 41.622961,  Lng: -72.724511),  Route carried "under" structure: State highway 9,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 57,400 (year 2014),  Truck Traffic: 6%,  Features Intersected: ROUTE 9,  Facility Carried by Structure: BECKLEY ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 50.201,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 5799,  Location: 400' S OF RTE 372 O/PASS (Lat: 41.621114,  Lng: -72.731489),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 49,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,552 (year 2032),  Features Intersected: SPRUCE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.812,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 317.0m (1,040.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: March 2016

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Structure Number: 58,  Location: AT EXIT 21 (Lat: 41.621158,  Lng: -72.733158),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 25,950 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,559 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.941,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 58,  Location: AT EXIT 21 (Lat: 41.621158,  Lng: -72.733158),  Route carried "under" structure: State highway 372,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 15,900 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 15.575,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 5801,  Location: AT EXIT 21 (Lat: 41.620942,  Lng: -72.732975),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 25,950 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,559 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.925,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing