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

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Structure Number: 9,  Location: ROUTE I 95 EXIT 3 (Lat: 41.019664,  Lng: -73.626283),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 117,800 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 175,039 (year 2037),  Design Load: HS 20,  Features Intersected: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.088,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.4 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 392,  Location: ROUTE 2 EXIT NO 16 (Lat: 41.591358,  Lng: -72.393897),  Route carried "on" structure: State highway 2,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 17,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,409 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.782,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: 9,  Location: .1 MI EAST OF US RTE 202 (Lat: 41.482406,  Lng: -73.408386),  Route carried "on" structure: State highway 25,  Year Built: 1920,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,927 (year 2036),  Features Intersected: STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.915,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1203,  Location: BETWEEN EXITS 8 AND 9 (Lat: 41.424578,  Lng: -73.377261),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 815 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,211 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: SECOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.512,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: 34.3 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1343,  Location: BRIDGEWATER/BROOKFIELD TN (Lat: 41.479553,  Lng: -73.350683),  Route carried "on" structure: State highway 133,  Year Built: 1954,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 25.94m (85.10ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,201 (year 2037),  Design Load: HS 20,  Features Intersected: HOUSATONIC RIVER
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 5.729,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3918,  Location: RT 7 NORTH FED. ROAD EXIT (Lat: 41.432492,  Lng: -73.411100),  Route carried "on" structure: US 202,  Year Built: 1976,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 30,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,617 (year 2036),  Design Load: HS 20,  Features Intersected: STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.436,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.1 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: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3919,  Location: ROUTE 7 FEDERAL RD EXIT (Lat: 41.431211,  Lng: -73.410717),  Route carried "on" structure: US 7,  Year Built: 1975,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 12,200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,128 (year 2038),  Design Load: HS 20,  Features Intersected: US ROUTE 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.728,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 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: 49.6 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: Equal 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 392,  Location: AT RTE. 7 FEDERAL RD EXIT (Lat: 41.430847,  Lng: -73.410550),  Route carried "on" structure: US 7,  Year Built: 1975,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,413 (year 2038),  Design Load: HS 20,  Features Intersected: US ROUTE 202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.712,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3921,  Location: 0.6 MI NO OF FEDERAL RD (Lat: 41.439572,  Lng: -73.400117),  Route carried "on" structure: US 7,  Year Built: 1976,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 15,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,660 (year 2038),  Design Load: HS 20,  Features Intersected: STILL RIV & GRAYS BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.999,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 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: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3923,  Location: 1 MILE NE INT RTE 202 (Lat: 41.439883,  Lng: -73.398356),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 8,742 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,990 (year 2037),  Design Load: HS 20,  Features Intersected: STILL RIVER,  Facility Carried by Structure: GRAYS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 61.7 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3924,  Location: 2 MI. SOUTH OF RTE. 202 (Lat: 41.444036,  Lng: -73.397203),  Route carried "on" structure: US 7,  Year Built: 1976,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 15,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,660 (year 2038),  Design Load: HS 20,  Features Intersected: STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.579,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: 3925,  Location: 1 MI NORTH OF FED RD EXT (Lat: 41.443656,  Lng: -73.396878),  Route carried "on" structure: US 7,  Year Built: 1976,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 15,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,660 (year 2038),  Design Load: HS 20,  Features Intersected: STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.547,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.4 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: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: 3926,  Location: 1 MILES N OF FEDERAL ROAD (Lat: 41.456050,  Lng: -73.396339),  Route carried "on" structure: State highway 133,  Year Built: 1976,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,887 (year 2036),  Design Load: HS 20,  Features Intersected: US ROUTE 7 & STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 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: 42.4 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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3927,  Location: .56 MI S OF US 202 JCT. (Lat: 41.466183,  Lng: -73.403164),  Route carried "on" structure: US 7,  Year Built: 1975,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 15,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,660 (year 2038),  Design Load: HS 20,  Features Intersected: STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.266,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 62.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Membrane: Preformed Fabric

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Structure Number: 3928,  Location: .55 MI S OF US 202 JCT. (Lat: 41.466372,  Lng: -73.402761),  Route carried "on" structure: US 7,  Year Built: 1975,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 15,250 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,660 (year 2038),  Design Load: HS 20,  Features Intersected: STILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.266,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Membrane: Built-up

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Structure Number: 3929,  Location: 0.9 MI N OF ROUTE 133 (Lat: 41.467733,  Lng: -73.403553),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 20.42m (66.99ft),  Average Daily Traffic: 6,773 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,064 (year 2039),  Design Load: HS 20,  Features Intersected: US ROUTE 7 & STILL RIVER,  Facility Carried by Structure: SILVERMINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.7 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: 52.2 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: Meets minimum limits,  Underclear: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 393,  Location: 1.3 MI N OF ROUTE 133 (Lat: 41.472228,  Lng: -73.408267),  Route carried "on" structure: US 202,  Year Built: 1976,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 17,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,855 (year 2036),  Design Load: HS 20,  Features Intersected: US ROUTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.183,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.0 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5747,  Location: 0.5 mi east of US Rt 202 (Lat: 41.467906,  Lng: -73.397403),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 3,978 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,911 (year 2041),  Design Load: HS 20,  Features Intersected: HOUSATONIC RR,  Facility Carried by Structure: SILVERMINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.877,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  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: 5776,  Location: .25 MI EAST OF ROUTE 7 (Lat: 41.481094,  Lng: -73.406447),  Route carried "on" structure: State highway 25,  Year Built: 1989,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,200 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,241 (year 2033),  Design Load: HS 20,  Features Intersected: HOUSATONIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.673,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  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: 6563,  Location: 1/2 MI. SO. OF US RT. 202 (Lat: 41.477475,  Lng: -73.411933),  Route carried "on" structure: Bypass US 7,  Year Built: 2009,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 21,600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,095 (year 2038),  Design Load: HS 20,  Features Intersected: WETLAND 'A'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.361,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 62.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 6564,  Location: 1.26 MI NORTH O ROUTE 202 (Lat: 41.488953,  Lng: -73.419017),  Route carried "on" structure: Bypass US 7,  Year Built: 2009,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 25,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,485 (year 2038),  Design Load: HS 20,  Features Intersected: TRIBUTARY BROOK/ WETLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.147,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 66.1m (216.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.6 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 6565,  Location: STRUCTURE 18-113-3 (Lat: 41.486311,  Lng: -73.418275),  Route carried "on" structure: US 7,  Year Built: 2009,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 25,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,485 (year 2038),  Design Load: HS 20,  Features Intersected: N MOUNTAIN RD & LIMEKILN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.857,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 6761,  Location: 2 MI. NORTH OF RTE. 202 (Lat: 41.493036,  Lng: -73.419711),  Route carried "on" structure: State highway 7,  Year Built: 2009,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 31,600 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,954 (year 2034),  Design Load: HS 20,  Features Intersected: REPTILE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.598,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Superstructure: Good,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1203,  Location: BETWEEN EXITS 8 AND 9 (Lat: 41.424578,  Lng: -73.377261),  Route carried "under" structure: Interstate 84,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 82,500 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: SECOR ROAD
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 16.512,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1342,  Location: JCT RT133 & STONY HILL RD (Lat: 41.456461,  Lng: -73.393167),  Route carried "under" structure: Alternate State highway 133,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2015),  Truck Traffic: 3%,  Features Intersected: ROUTE 133,  Facility Carried by Structure: HSTNC RR/ DNBY TRM
Minimum Vertical Clearance: 3.79m (12.43ft),  Kilometerpoint: 0.837,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 3919,  Location: ROUTE 7 FEDERAL RD EXIT (Lat: 41.431211,  Lng: -73.410717),  Route carried "under" structure: US 202,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 22,700 (year 2013),  Truck Traffic: 5%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: US ROUTE 7 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 14.275,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 392,  Location: AT RTE. 7 FEDERAL RD EXIT (Lat: 41.430847,  Lng: -73.410550),  Route carried "under" structure: US 202,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 22,700 (year 2013),  Truck Traffic: 5%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: US ROUTE 7 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.275,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 3926,  Location: 1 MILES N OF FEDERAL ROAD (Lat: 41.456050,  Lng: -73.396339),  Route carried "under" structure: US 7,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: US ROUTE 7 & STILL RIVER,  Facility Carried by Structure: ROUTE 133
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 45.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 3929,  Location: 0.9 MI N OF ROUTE 133 (Lat: 41.467733,  Lng: -73.403553),  Route carried "under" structure: US 7,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: US ROUTE 7 & STILL RIVER,  Facility Carried by Structure: SILVERMINE ROAD
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 47.460,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 393,  Location: 1.3 MI N OF ROUTE 133 (Lat: 41.472228,  Lng: -73.408267),  Route carried "under" structure: US 7,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 21,600 (year 2018),  Truck Traffic: 6%,  Features Intersected: US ROUTE 7,  Facility Carried by Structure: US ROUTE 202
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 48.087,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 44.2m (145.0ft)