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

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Structure Number: 1743A,  Location: 0.2 MI E OF FARMINGTON TL (Lat: 41.727575,  Lng: -72.757603),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 68,200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 101,338 (year 2038),  Design Load: HS 20,  Features Intersected: SR 535 (RIDGEWOOD ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.510,  Lanes on structure: 4,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.7 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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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: 1743B,  Location: .25 MI E OF FARMINGTON TL (Lat: 41.727806,  Lng: -72.757775),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 68,200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 101,338 (year 2038),  Design Load: HS 20,  Features Intersected: SR 535 (RIDGEWOOD ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.510,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Total Project Cost: $4,300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1746,  Location: 1 MILE EAST FARMINGTON TL (Lat: 41.734539,  Lng: -72.746725),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 136,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 202,082 (year 2038),  Design Load: HS 20,  Features Intersected: ROCKLEDGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.781,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 80.5m (264.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 1747,  Location: 0.2 MILE NORTH OF RTE. 71 (Lat: 41.735328,  Lng: -72.743000),  Route carried "on" structure: State highway 173,  Year Built: 1965,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 17,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,300 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE-84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.769,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.4m (109.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 1748,  Location: BETWEEN EXITS 41 & 43 I84 (Lat: 41.738378,  Lng: -72.738733),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,458 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: MAYFLOWER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.1 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: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1749,  Location: 0.8 MILE EAST OF EXIT 41 (Lat: 41.742561,  Lng: -72.734892),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 64,000 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 95,098 (year 2038),  Design Load: HS 20,  Features Intersected: I-84 WB EXIT 42 OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.165,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1751,  Location: 1 MILE EAST OF EXIT 41 (Lat: 41.747967,  Lng: -72.734106),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 54,450 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 80,907 (year 2035),  Design Load: HS 20,  Features Intersected: TROUT BK & TROUT BK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.744,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.0 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: 34.7 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1752,  Location: .31MI EAST OF JC SR501 SB (Lat: 41.748225,  Lng: -72.734794),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 56,250 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 83,582 (year 2038),  Design Load: HS 20,  Features Intersected: SR 501 NB & I-84 TR 821
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.680,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature 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: 1753,  Location: EB ON-RAMP FROM PARK ROAD (Lat: 41.748956,  Lng: -72.734664),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 8,152 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,113 (year 2041),  Design Load: HS 20,  Features Intersected: SR 501 NB & TROUT BROOK
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.979,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.7 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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

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Structure Number: 1754,  Location: I-84 WB EXIT 43 OFF RAMP (Lat: 41.749772,  Lng: -72.734528),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 6,600 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,807 (year 2038),  Design Load: HS 20,  Features Intersected: TROUT BK & TROUT BK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 1755,  Location: 0.6 MILE SOUTH OF PARK RD (Lat: 41.752197,  Lng: -72.736011),  Route carried "on" structure: State highway 501,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 22,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,136 (year 2035),  Features Intersected: ROCKLEDGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1756,  Location: 0.4 MILE SOUTH OF PARK RD (Lat: 41.749947,  Lng: -72.729294),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 6,301 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,363 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: SOUTH QUAKER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.1 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: 24.6 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1758,  Location: 0.33 MI E OF OAKWOOD AVE (Lat: 41.749906,  Lng: -72.715133),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,602 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2862,  Location: 0.6 MI EAST OF ROUTE 173 (Lat: 41.730828,  Lng: -72.718300),  Route carried "on" structure: State highway 529,  Year Built: 1973,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 18,600 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,638 (year 2038),  Features Intersected: PIPER BROOK RELOCATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 408,  Location: 50' W. OF TROUT BROOK DR (Lat: 41.754561,  Lng: -72.735847),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 3,380 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,022 (year 2040),  Design Load: H 20,  Features Intersected: TROUT BROOK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4081,  Location: 0.2 MI WEST OF N. MAIN ST (Lat: 41.767361,  Lng: -72.753411),  Route carried "on" structure: City street ,  Year Built: 1916,  Year Reconstructed: 1939,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,800 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,590 (year 2038),  Design Load: HS 15,  Features Intersected: WEST BRANCH TROUT BROOK,  Facility Carried by Structure: FERN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4101,  Location: 300' WEST OF ROUTE 218 (Lat: 41.804644,  Lng: -72.753253),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 388 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 577 (year 2040),  Design Load: H 15,  Features Intersected: TUMBLE BROOK,  Facility Carried by Structure: STILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.8 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: 58.3 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4359,  Location: 200' SO OF BLOOMFIELD TL (Lat: 41.804497,  Lng: -72.767444),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,796 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,556 (year 2040),  Features Intersected: TUMBLE BROOK,  Facility Carried by Structure: MOUNTAIN ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 458,  Location: 1200' E OF WESTMINSTER DR (Lat: 41.745386,  Lng: -72.749628),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 360 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 535 (year 2038),  Features Intersected: ROCKLEDGE BROOK,  Facility Carried by Structure: PHEASANT HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 5299,  Location: 40' E OF TROUT BROOK DR. (Lat: 41.778939,  Lng: -72.736658),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,414 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,531 (year 2040),  Features Intersected: EAST BRANCH TROUT BROOK,  Facility Carried by Structure: ASYLUM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53,  Location: 225'W INT TROUT BROOK DR (Lat: 41.756758,  Lng: -72.737483),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 4,610 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,850 (year 2040),  Design Load: HS 20,  Features Intersected: TROUT BROOK,  Facility Carried by Structure: BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 5301,  Location: 50' W. OF TROUT BROOK DR (Lat: 41.761900,  Lng: -72.738414),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 15,846 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,546 (year 2040),  Features Intersected: TROUT BROOK,  Facility Carried by Structure: FARMINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 5302,  Location: 30' WEST OF TROUTBROOK DR (Lat: 41.769414,  Lng: -72.737686),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,686 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,878 (year 2040),  Design Load: HS 20,  Features Intersected: TROUT BROOK,  Facility Carried by Structure: FERN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 66.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 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: 5428,  Location: 200' N GLOUCESTER LANE (Lat: 41.759111,  Lng: -72.763556),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,226 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,251 (year 2040),  Features Intersected: TROUT BROOK,  Facility Carried by Structure: MOUNTAIN ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020

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Structure Number: 5606,  Location: 375 FT EAST OF ROUTE 189 (Lat: 41.805286,  Lng: -72.726342),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,359 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,505 (year 2040),  Features Intersected: NORTH BRANCH PARK RIVER,  Facility Carried by Structure: PORTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 579,  Location: 0.9 MILE WEST OF ROUTE 44 (Lat: 41.783611,  Lng: -72.761786),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,409 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,580 (year 2040),  Features Intersected: HUNTERS POND,  Facility Carried by Structure: FLAGG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 6075,  Location: 1 MILE NORTH OF ROUTE 4 (Lat: 41.755578,  Lng: -72.770464),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 386 (year 2038),  Features Intersected: WATER SUPPLY BROOK,  Facility Carried by Structure: OLD MILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 6076,  Location: 0.3 MI E. OF MOUNTAIN RD. (Lat: 41.763064,  Lng: -72.759858),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,211 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,799 (year 2038),  Features Intersected: TROUT BROOK,  Facility Carried by Structure: BRAEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Serious,  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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Total Project Cost: $240,000 ( Estimate for 2016)

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Structure Number: 6718,  Location: 0.2 MI WEST OF ROUTE 173 (Lat: 41.731108,  Lng: -72.746739),  Route carried "on" structure: State highway 71,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,152 (year 2038),  Features Intersected: ROCKLEDGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 6866,  Location: JUNC FLATBUSH & BUSWAY (Lat: 41.742056,  Lng: -72.715778),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 21,540 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,006 (year 2036),  Design Load: HL 93,  Features Intersected: BUSWAY & AMTRAK RR,  Facility Carried by Structure: FLATBUSH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6996,  Location: 1500' from N. Main St. (Lat: 41.774714,  Lng: -72.750800),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 204 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 303 (year 2040),  Features Intersected: Hart Meadow Brook,  Facility Carried by Structure: BROOKSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6997,  Location: 200' East of Davenport (Lat: 41.730114,  Lng: -72.746531),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 204 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 303 (year 2040),  Features Intersected: ROCKLEDGE BROOK,  Facility Carried by Structure: THORNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 6998,  Location: 250' east of Frencliff Dr (Lat: 41.790906,  Lng: -72.774136),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 204 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 303 (year 2040),  Features Intersected: HART MEADOW BROOK,  Facility Carried by Structure: WINCHESTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 477,  Location: .3 MILE EAST OF ROUTE 173 (Lat: 41.730047,  Lng: -72.725172),  Route carried "under" structure: State highway 529,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 23,700 (year 2018),  Truck Traffic: 4%,  Features Intersected: SR 529,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.499,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 1743A,  Location: 0.2 MI E OF FARMINGTON TL (Lat: 41.727575,  Lng: -72.757603),  Route carried "under" structure: ServiceState highway 535,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 535 (RIDGEWOOD ROAD),  Facility Carried by Structure: INTERSTATE-84 EB
Minimum Vertical Clearance: 6.66m (21.85ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 1743B,  Location: .25 MI E OF FARMINGTON TL (Lat: 41.727806,  Lng: -72.757775),  Route carried "under" structure: ServiceState highway 535,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 535 (RIDGEWOOD ROAD),  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 1747,  Location: 0.2 MILE NORTH OF RTE. 71 (Lat: 41.735328,  Lng: -72.743000),  Route carried "under" structure: Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 121,900 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: ROUTE 173
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 92.103,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 1748,  Location: BETWEEN EXITS 41 & 43 I84 (Lat: 41.738378,  Lng: -72.738733),  Route carried "under" structure: Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: MAYFLOWER STREET
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 92.537,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 1749,  Location: 0.8 MILE EAST OF EXIT 41 (Lat: 41.742561,  Lng: -72.734892),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,804 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-84 WB EXIT 42 OFF RAMP
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1752,  Location: .31MI EAST OF JC SR501 SB (Lat: 41.748225,  Lng: -72.734794),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,251 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 501 NB & I-84 TR 821
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  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: 1752,  Location: .31MI EAST OF JC SR501 SB (Lat: 41.748225,  Lng: -72.734794),  Route carried "under" structure: State highway 501,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2015),  Truck Traffic: 6%,  Features Intersected: SR 501 NB & I-84 TR 821,  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  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: 1753,  Location: EB ON-RAMP FROM PARK ROAD (Lat: 41.748956,  Lng: -72.734664),  Route carried "under" structure: State highway 501,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,650 (year 2015),  Truck Traffic: 6%,  Features Intersected: SR 501 NB & TROUT BROOK,  Facility Carried by Structure: I-84 TR 821
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.660,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1756,  Location: 0.4 MILE SOUTH OF PARK RD (Lat: 41.749947,  Lng: -72.729294),  Route carried "under" structure: Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: SOUTH QUAKER LANE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 94.243,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1757,  Location: 0.2 MILE WEST OF EXIT 44 (Lat: 41.749989,  Lng: -72.721711),  Route carried "under" structure: Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 125,500 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: OAKWOOD AVENUE #2
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 94.887,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1758,  Location: 0.33 MI E OF OAKWOOD AVE (Lat: 41.749906,  Lng: -72.715133),  Route carried "under" structure: Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 116,200 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 95.418,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 6864T,  Location: JUNC BUSWAY & NEW BRIT AV (Lat: 41.730117,  Lng: -72.725236),  Route carried "under" structure: US 529,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 22,300 (year 2015),  Truck Traffic: 4%,  Features Intersected: SR 529(NEW BRITAIN AVE),  Facility Carried by Structure: BUSWAY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)