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

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Structure Number: 57,  Location: 300 FT S OF ROUTE 110 (Lat: 41.312078,  Lng: -73.089908),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,801 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,620 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: CORAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 571A,  Location: ROUTE 8, EXIT 14 (Lat: 41.314025,  Lng: -73.086975),  Route carried "on" structure: State highway 8,  Year Built: 1951,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 48.10m (157.81ft),  Average Daily Traffic: 83,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 124,667 (year 2038),  Design Load: HS 20,  Features Intersected: HOUSATONIC RIVER, RT 110
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 19.763,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.4m (34.1ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 77.4m (253.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  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: 571B,  Location: RT 8, EX 14 (JCT RT 110) (Lat: 41.312869,  Lng: -73.087875),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,944 (year 2038),  Design Load: HS 20,  Features Intersected: HULL AVE & PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.374,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 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: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 571C,  Location: RT 8,EXT 14 (JCT RTE 110) (Lat: 41.313364,  Lng: -73.088103),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 16.09m (52.79ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,373 (year 2038),  Design Load: HS 20,  Features Intersected: HULL AVE & RIVERDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.584,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.6m (189.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.5 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1306,  Location: 3.4 MI N. OF ROUTE 15 (Lat: 41.283828,  Lng: -73.155494),  Route carried "on" structure: State highway 108,  Year Built: 1932,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,458 (year 2036),  Design Load: H 20,  Features Intersected: FARMILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.461,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  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: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1307,  Location: 3.5 MI S OF ROUTE 110 (Lat: 41.296808,  Lng: -73.146042),  Route carried "on" structure: State highway 108,  Year Built: 1925,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 16,400 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,369 (year 2036),  Design Load: HS 20,  Features Intersected: MEANS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.167,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.6 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1602,  Location: 0.5 MILE N OF RT 110 (Lat: 41.338925,  Lng: -73.124564),  Route carried "on" structure: ServiceState highway 454,  Year Built: 1910,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 550 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 817 (year 2035),  Features Intersected: INDIAN HOLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $2,400,000 ( Estimate for 2015)

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Structure Number: 1842,  Location: AT THE MONROE NEWTOWN TL. (Lat: 41.388547,  Lng: -73.188964),  Route carried "on" structure: State highway 34,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,100 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,036 (year 2036),  Features Intersected: HALFWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.270,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 65.8m (215.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: 272,  Location: 2.5 MI N OF ROUTE 15 (Lat: 41.265706,  Lng: -73.127019),  Route carried "on" structure: State highway 8,  Year Built: 1975,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 32,550 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,366 (year 2038),  Design Load: HS 20,  Features Intersected: ARMSTRONG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.486,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2734,  Location: 2.5 NORTH OF ROUTE 15 (Lat: 41.265617,  Lng: -73.126508),  Route carried "on" structure: State highway 8,  Year Built: 1975,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 32,550 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,366 (year 2038),  Design Load: HS 20,  Features Intersected: ARMSTRONG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.502,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 276,  Location: 3.3 MI N OF ROUTE 15 (Lat: 41.274661,  Lng: -73.117264),  Route carried "on" structure: State highway 8,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 26,550 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,451 (year 2038),  Design Load: HS 20,  Features Intersected: OLD STRATFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.774,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2761,  Location: 3.3 MI N OF ROUTE 15 (Lat: 41.274497,  Lng: -73.116939),  Route carried "on" structure: State highway 8,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 26,550 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,451 (year 2038),  Design Load: HS 20,  Features Intersected: OLD STRATFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.774,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2787,  Location: N OF ROUTE 8 EXIT 12 (Lat: 41.276386,  Lng: -73.115003),  Route carried "on" structure: State highway 8,  Year Built: 1975,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 26,550 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,451 (year 2038),  Design Load: HS 20,  Features Intersected: FARMILL RV & BEARD SAWM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.015,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2799,  Location: N OF ROUTE 8 EXIT 12 (Lat: 41.276672,  Lng: -73.115306),  Route carried "on" structure: State highway 8,  Year Built: 1975,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 26,550 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,451 (year 2038),  Design Load: HS 20,  Features Intersected: FARMILL RV & BEARD SAWM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.015,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2809,  Location: .6 MI NORTH OF EXIT 12 (Lat: 41.284014,  Lng: -73.111067),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 5,096 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,572 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: LONG HILL CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.881,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.6 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: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2815,  Location: 1.5 MI SOUTH OF ROUTE 110 (Lat: 41.294394,  Lng: -73.105653),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 5,628 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,363 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: PLATT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2831,  Location: .1 MI N OF EXT 13 RTE 8 S (Lat: 41.304517,  Lng: -73.099544),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 14,805 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,999 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: CONSTITUTION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 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: 60.6 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2921,  Location: 50' EAST FROM ROUTE 110 (Lat: 41.318061,  Lng: -73.092725),  Route carried "on" structure: State highway 712,  Year Built: 1973,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 12,800 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,020 (year 2036),  Design Load: HL 93,  Features Intersected: HOUSATONIC RR & LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.0 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4159,  Location: 0.5 MI S OF RPUTE 108 (Lat: 41.288442,  Lng: -73.140875),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14,974 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,250 (year 2030),  Design Load: HS 20,  Features Intersected: FARMILL RIVER,  Facility Carried by Structure: HUNTINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 35.3 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  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: 4927,  Location: 1.1 MI WEST OF ROUTE 108 (Lat: 41.313242,  Lng: -73.154294),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 700 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,040 (year 2034),  Features Intersected: MEANS BROOK,  Facility Carried by Structure: CHAMBERLAIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

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: 96.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 5277,  Location: 0.5 MI N OF ROUTE 108 (Lat: 41.288667,  Lng: -73.156736),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,270 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,859 (year 2031),  Design Load: HL 93,  Features Intersected: FARMILL RIVER,  Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5278,  Location: 0.3 MI N OF WAVERLY ROAD (Lat: 41.291039,  Lng: -73.175000),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 960 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,426 (year 2040),  Features Intersected: FARMILL RIVER,  Facility Carried by Structure: FARMILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5279,  Location: 0.1 MI E OF RTE 8 EXIT 12 (Lat: 41.274342,  Lng: -73.114322),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 1,158 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,721 (year 2040),  Design Load: HS 20,  Features Intersected: FARMILL RIVER,  Facility Carried by Structure: FARMILL CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.3 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: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 528,  Location: 0.1 MI E OF ROUTE 108 (Lat: 41.296997,  Lng: -73.144392),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 660 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 981 (year 2034),  Features Intersected: BROOK,  Facility Carried by Structure: OLD SHELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 5313,  Location: 0.1 MI E OF HUNTINGTON RD (Lat: 41.282733,  Lng: -73.137236),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,100 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,634 (year 2030),  Features Intersected: FARMILL RIVER,  Facility Carried by Structure: BUDDINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 5949,  Location: 0.1 MI E OF HUNTINGTON RD (Lat: 41.292928,  Lng: -73.144069),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 178 (year 2040),  Design Load: H 20,  Features Intersected: MEANS BROOK,  Facility Carried by Structure: LANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $1,700,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6138,  Location: 1 MI WEST OF ROUTE 108 (Lat: 41.292847,  Lng: -73.173353),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 105 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 156 (year 2034),  Features Intersected: FARMILL RIVER,  Facility Carried by Structure: CORN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 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: 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: July 2020

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Structure Number: 6215,  Location: 2.0 MI N OF ROUTE 108 (Lat: 41.277739,  Lng: -73.121186),  Route carried "on" structure: State highway 714,  Year Built: 1993,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 17,400 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,855 (year 2036),  Design Load: HS 20,  Features Intersected: FARMILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  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: 17.1m (56.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.0 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: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 569,  Location: 0.1 MI S OF ROUTE 110 (Lat: 41.311628,  Lng: -73.090953),  Route carried "under" structure: State highway 8,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 64,400 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 19.570,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 57,  Location: 300 FT S OF ROUTE 110 (Lat: 41.312078,  Lng: -73.089908),  Route carried "under" structure: State highway 8,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 66,000 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: CORAM AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.666,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 571A,  Location: ROUTE 8, EXIT 14 (Lat: 41.314025,  Lng: -73.086975),  Route carried "under" structure: State highway 110,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 6%,  Features Intersected: HOUSATONIC RIVER, RT 110,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 14.162,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 77.4m (253.9ft)

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Structure Number: 2809,  Location: .6 MI NORTH OF EXIT 12 (Lat: 41.284014,  Lng: -73.111067),  Route carried "under" structure: State highway 8,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 65,100 (year 2018),  Truck Traffic: 9%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: LONG HILL CROSS RD
Minimum Vertical Clearance: 6.66m (21.85ft),  Kilometerpoint: 15.933,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 2815,  Location: 1.5 MI SOUTH OF ROUTE 110 (Lat: 41.294394,  Lng: -73.105653),  Route carried "under" structure: State highway 8,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 65,100 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: PLATT ROAD
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 17.188,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 2831,  Location: .1 MI N OF EXT 13 RTE 8 S (Lat: 41.304517,  Lng: -73.099544),  Route carried "under" structure: State highway 8,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 60,200 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: CONSTITUTION BLVD
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 18.427,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 2936,  Location: 1.3 MI N OF ROUTE 15 (Lat: 41.255572,  Lng: -73.145947),  Route carried "under" structure: Interstate 8,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 60,300 (year 2018),  Truck Traffic: 8%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: HUNTINGTON ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 11.523,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)