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

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Structure Number: 315,  Location: STAMFORD DARIEN TOWN LINE (Lat: 41.060908,  Lng: -73.507333),  Route carried "on" structure: US 1,  Year Built: 1913,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,602 (year 2035),  Features Intersected: NOROTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.436,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Underwater Inspection Date: April 2018,  Total Project Cost: $11,000,000

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Structure Number: 3079,  Location: I-91 OVER ROUTE 372 (Lat: 41.604186,  Lng: -72.704589),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 57,800 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 85,885 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.408,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 308,  Location: 1.55 MI SOUTH OF ROUTE 9 (Lat: 41.603972,  Lng: -72.703961),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 57,800 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 85,885 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.408,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3082,  Location: 0.68 MI NORTH OF RTE 372 (Lat: 41.611758,  Lng: -72.699567),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.46m (14.63ft),  Average Daily Traffic: 62,050 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,200 (year 2035),  Design Load: HS 20,  Features Intersected: NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.342,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3145,  Location: .69 MI SO OF RTE 9 O-PASS (Lat: 41.615239,  Lng: -72.696828),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 62,050 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,200 (year 2035),  Design Load: HS 20,  Features Intersected: EVERGREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.792,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.0 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3146,  Location: .69 MI SO OF RTE 9 O-PASS (Lat: 41.615603,  Lng: -72.697489),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 62,050 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,200 (year 2035),  Design Load: HS 20,  Features Intersected: EVERGREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.809,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Membrane: Preformed Fabric

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Structure Number: 3148,  Location: 1.5 MI N ROUTE 372 (Lat: 41.624325,  Lng: -72.693942),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 54,200 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,536 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 9 SB & I-91 TR 818
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.790,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.0 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: 26.2 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3149,  Location: 1.6 MI N OF ROUTE 372 (Lat: 41.623914,  Lng: -72.690606),  Route carried "on" structure: State highway 9,  Year Built: 1965,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 18,450 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,415 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE-91 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.186,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 315,  Location: APROX 2 MI.N MIDDLETOWNTL (Lat: 41.626561,  Lng: -72.692775),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 51,400 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 76,375 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.080,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.9 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: Preformed Fabric

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Structure Number: 3151,  Location: 1.7 N OF ROUTE 372 (Lat: 41.625792,  Lng: -72.689089),  Route carried "on" structure: Ramp Interstate 91,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 16,735 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,867 (year 2037),  Design Load: HS 20,  Features Intersected: I-91 NORTHBOUND
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 3152,  Location: 1.9 MI S OF ROUTE 372 (Lat: 41.624361,  Lng: -72.693936),  Route carried "on" structure: State highway 9,  Year Built: 1965,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 25,100 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,296 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE-91 NB TR 818
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 47.572,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3156,  Location: .23 MI SO OF JCT I-91 SB (Lat: 41.625739,  Lng: -72.689072),  Route carried "on" structure: State highway 9,  Year Built: 1965,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 36,700 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,533 (year 2035),  Design Load: HS 20,  Features Intersected: I-91 NB & I-91 TR823
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.122,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3517,  Location: AT END OF RT 99 (Lat: 41.584942,  Lng: -72.648278),  Route carried "on" structure: State highway 9,  Year Built: 1967,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 31,200 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,360 (year 2035),  Design Load: HS 20,  Features Intersected: RTE 9 RAMP 043 & SR 901
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.038,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.0 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: High priority of corrective action,  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: 3518,  Location: END RT 99 AT RT 9 (Lat: 41.585122,  Lng: -72.647975),  Route carried "on" structure: State highway 9,  Year Built: 1968,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 29,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,685 (year 2038),  Design Load: HS 20,  Features Intersected: RTE 9 RAMP 043 & SR 901
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.054,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 34.7 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: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 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: 3519,  Location: .2 MI NORTH OF RT 99 (Lat: 41.587736,  Lng: -72.649350),  Route carried "on" structure: State highway 9,  Year Built: 1967,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 31,300 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,509 (year 2035),  Design Load: HS 20,  Features Intersected: P&W RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.408,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 352,  Location: NEXT TO SEWAGE TREAT PLNT (Lat: 41.588247,  Lng: -72.649328),  Route carried "on" structure: State highway 9,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 31,300 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,509 (year 2035),  Design Load: HS 20,  Features Intersected: P&W RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.425,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3521,  Location: 1.1 MI NO. OF RT 99 (Lat: 41.591883,  Lng: -72.661556),  Route carried "on" structure: State highway 9,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 62,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 92,869 (year 2035),  Design Load: HS 20,  Features Intersected: GAME AREA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.632,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Culverts: Good,  Operating Rating: 72.6 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: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: October 2021

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Structure Number: 3522,  Location: ROUTE 9 EXIT NO. 19 (Lat: 41.604328,  Lng: -72.673936),  Route carried "on" structure: State highway 372,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 18,400 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,341 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.565,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3523,  Location: 2.44 MI SOUTH OF OP I-91 (Lat: 41.608306,  Lng: -72.676289),  Route carried "on" structure: State highway 3,  Year Built: 1967,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,413 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.874,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 44.9m (147.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: Equal to present minimum criteria,  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: 3524,  Location: 1.1 MI S OF JCT ROUTE I91 (Lat: 41.612103,  Lng: -72.678581),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 1,857 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,759 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 9,  Facility Carried by Structure: EVERGREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: Preformed Fabric

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Structure Number: 3525,  Location: 0.9 MILE NORTH OF ROUTE 3 (Lat: 41.620503,  Lng: -72.684242),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 3,400 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,052 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 9 SB & RAMP,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: Other

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Structure Number: 3526,  Location: .42 MI SOUTH JCT RTE I91 (Lat: 41.621033,  Lng: -72.683578),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 3,503 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,205 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 9 NORTHBOUND,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5631,  Location: OVERPASS ROUTE 9 SB (Lat: 41.624758,  Lng: -72.701122),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 73 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 108 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 9 SOUTHBOUND,  Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 5632,  Location: OVERPASS ROUTE 9 NB (Lat: 41.625847,  Lng: -72.700872),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 63 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 94 (year 2032),  Design Load: HS 20,  Features Intersected: ROUTE 9 NB & RAMP,  Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 5797,  Location: 1.5 MI SOUTH OF ROUTE 72 (Lat: 41.625567,  Lng: -72.715467),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 31,300 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,509 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.375,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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: 69.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5798,  Location: 1.5 MI SOUTH OF ROUTE 72 (Lat: 41.625347,  Lng: -72.715667),  Route carried "on" structure: State highway 9,  Year Built: 1988,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 30,800 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,766 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MATTABESSET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.391,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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: 68.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5807,  Location: 1.4 MI N OF ROUTE 373 (Lat: 41.621922,  Lng: -72.692328),  Route carried "on" structure: Ramp Interstate 91,  Year Built: 1988,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 9,486 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,095 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE-91 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.6 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: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 5939,  Location: 0.1 MI E OF I-91 (Lat: 41.610608,  Lng: -72.696928),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 575 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 854 (year 2040),  Design Load: HL 93,  Features Intersected: COLES BROOK,  Facility Carried by Structure: NORTH ROAD EXTENS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Good,  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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Total Project Cost: $2,700,000 ( Estimate for 2017)

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Structure Number: 3079,  Location: I-91 OVER ROUTE 372 (Lat: 41.604186,  Lng: -72.704589),  Route carried "under" structure: State highway 372,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: INTERSTATE-91 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.684,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 308,  Location: 1.55 MI SOUTH OF ROUTE 9 (Lat: 41.603972,  Lng: -72.703961),  Route carried "under" structure: State highway 372,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: INTERSTATE-91 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 18.749,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 3148,  Location: 1.5 MI N ROUTE 372 (Lat: 41.624325,  Lng: -72.693942),  Route carried "under" structure: State highway 9,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,700 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 9 SB & I-91 TR 818
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 47.604,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 3148,  Location: 1.5 MI N ROUTE 372 (Lat: 41.624325,  Lng: -72.693942),  Route carried "under" structure: Ramp Interstate 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,650 (year 2017),  Truck Traffic: 9%,  Features Intersected: ROUTE 9 SB & I-91 TR 818
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 3149,  Location: 1.6 MI N OF ROUTE 372 (Lat: 41.623914,  Lng: -72.690606),  Route carried "under" structure: Interstate 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91 NORTHBOUND,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 43.903,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 315,  Location: APROX 2 MI.N MIDDLETOWNTL (Lat: 41.626561,  Lng: -72.692775),  Route carried "under" structure: State highway 9,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 40,100 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 47.492,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3151,  Location: 1.7 N OF ROUTE 372 (Lat: 41.625792,  Lng: -72.689089),  Route carried "under" structure: Interstate 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: I-91 NORTHBOUND
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 44.144,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 3152,  Location: 1.9 MI S OF ROUTE 372 (Lat: 41.624361,  Lng: -72.693936),  Route carried "under" structure: Ramp Interstate 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2015),  Truck Traffic: 5%,  Features Intersected: INTERSTATE-91 NB TR 818,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 3156,  Location: .23 MI SO OF JCT I-91 SB (Lat: 41.625739,  Lng: -72.689072),  Route carried "under" structure: Ramp Interstate 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-91 NB & I-91 TR823
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3156,  Location: .23 MI SO OF JCT I-91 SB (Lat: 41.625739,  Lng: -72.689072),  Route carried "under" structure: Interstate 91,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 57,250 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-91 NB & I-91 TR823
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 44.144,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3517,  Location: AT END OF RT 99 (Lat: 41.584942,  Lng: -72.648278),  Route carried "under" structure: State highway 99,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2015),  Truck Traffic: 6%,  Features Intersected: RTE 9 RAMP 043 & SR 901,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3517,  Location: AT END OF RT 99 (Lat: 41.584942,  Lng: -72.648278),  Route carried "under" structure: State highway 901,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 70 (year 2018),  Truck Traffic: 4%,  Features Intersected: RTE 9 RAMP 043 & SR 901,  Facility Carried by Structure: ROUTE 9 SOUTHBOUND
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3518,  Location: END RT 99 AT RT 9 (Lat: 41.585122,  Lng: -72.647975),  Route carried "under" structure: State highway 901,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 70 (year 2018),  Truck Traffic: 4%,  Features Intersected: RTE 9 RAMP 043 & SR 901,  Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 3518,  Location: END RT 99 AT RT 9 (Lat: 41.585122,  Lng: -72.647975),  Route carried "under" structure: State highway 901,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2015),  Truck Traffic: 5%,  Features Intersected: RTE 9 RAMP 043 & SR 901,  Facility Carried by Structure: ROUTE 9 NORTHBOUND
Minimum Vertical Clearance: 4.85m (15.91ft),  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 3522,  Location: ROUTE 9 EXIT NO. 19 (Lat: 41.604328,  Lng: -72.673936),  Route carried "under" structure: State highway 9,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 52,500 (year 2015),  Truck Traffic: 7%,  Features Intersected: ROUTE 9,  Facility Carried by Structure: ROUTE 372
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 44.434,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 3523,  Location: 2.44 MI SOUTH OF OP I-91 (Lat: 41.608306,  Lng: -72.676289),  Route carried "under" structure: State highway 9,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 68,700 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 9,  Facility Carried by Structure: ROUTE 3
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 44.965,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.9m (147.3ft)

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Structure Number: 3524,  Location: 1.1 MI S OF JCT ROUTE I91 (Lat: 41.612103,  Lng: -72.678581),  Route carried "under" structure: State highway 9,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 67,600 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 9,  Facility Carried by Structure: EVERGREEN ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 45.351,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 3525,  Location: 0.9 MILE NORTH OF ROUTE 3 (Lat: 41.620503,  Lng: -72.684242),  Route carried "under" structure: Ramp Interstate 91,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 6%,  Features Intersected: ROUTE 9 SB & RAMP,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 46.446,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 3525,  Location: 0.9 MILE NORTH OF ROUTE 3 (Lat: 41.620503,  Lng: -72.684242),  Route carried "under" structure: State highway 9,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 2019),  Truck Traffic: 10%,  Features Intersected: ROUTE 9 SB & RAMP,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 46.446,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 3526,  Location: .42 MI SOUTH JCT RTE I91 (Lat: 41.621033,  Lng: -72.683578),  Route carried "under" structure: State highway 9,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 34,600 (year 2015),  Truck Traffic: 10%,  Features Intersected: ROUTE 9 NORTHBOUND,  Facility Carried by Structure: COLES ROAD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 46.462,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 5631,  Location: OVERPASS ROUTE 9 SB (Lat: 41.624758,  Lng: -72.701122),  Route carried "under" structure: State highway 9,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 28,550 (year 2015),  Truck Traffic: 10%,  Features Intersected: ROUTE 9 SOUTHBOUND,  Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 48.184,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 5632,  Location: OVERPASS ROUTE 9 NB (Lat: 41.625847,  Lng: -72.700872),  Route carried "under" structure: State highway 9,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 28,550 (year 2015),  Truck Traffic: 10%,  Features Intersected: ROUTE 9 NB & RAMP,  Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 48.184,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 5807,  Location: 1.4 MI N OF ROUTE 373 (Lat: 41.621922,  Lng: -72.692328),  Route carried "under" structure: Interstate 91,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 54,600 (year 2015),  Truck Traffic: 20%,  Features Intersected: INTERSTATE-91 NORTHBOUND
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 43.645,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)