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


  • National Bridge Inventory (NBI) Statistics
  • 152Number of bridges
  • 2,713ft / 827mTotal length
  • $193,519,000Total costs
  • 3,652,305Total average daily traffic
  • 331,286Total average daily truck traffic
  • 3,360,704Total future (year 2027) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Waterbury
  • No street view available for this location

New bridges in Waterbury, CT - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 11910-1919
  • 31920-1929
  • 61930-1939
  • 21940-1949
  • 111950-1959
  • 1061960-1969
  • 61970-1979
  • 51980-1989
  • 61990-1999
  • 32000-2009
  • 12010-2018
Reconstructed bridges in Waterbury, CT - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 31970-1979
  • 161980-1989
  • 171990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Waterbury, CT
Average Bridge Truck Traffic in Waterbury, CT
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 1.1%Very good
  • 27.5%Good
  • 47.3%Satisfactory
  • 16.5%Fair
  • 6.6%Poor
  • 1.1%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 1.0%Very good
  • 31.3%Good
  • 35.4%Satisfactory
  • 20.8%Fair
  • 11.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 32.3%Good
  • 50.0%Satisfactory
  • 11.5%Fair
  • 6.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Good
  • 42.9%Satisfactory
  • 21.4%Fair
  • 2.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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Structure Number: 596,  Location: RT 68 OVER RTE 8,METRO N. (Lat: 41.526333,  Lng: -73.047525),  Route carried "on" structure: State highway 68,  Year Built: 1960,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 13,400 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,911 (year 2035),  Design Load: HS 20,  Features Intersected: NAUG RV,RTE 8,MNRR,SR710
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.9m (98.1ft),  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: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Total Project Cost: $12,839,000 ( 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: 596,  Location: RT 68 OVER RTE 8,METRO N. (Lat: 41.526333,  Lng: -73.047525),  Route carried "under" structure: State highway 8,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 50,700 (year 2015),  Truck Traffic: 6%,  Features Intersected: NAUG RV,RTE 8,MNRR,SR710
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 42.639,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 596,  Location: RT 68 OVER RTE 8,METRO N. (Lat: 41.526333,  Lng: -73.047525),  Route carried "under" structure: Ramp State highway 710,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,600 (year 2015),  Truck Traffic: 6%,  Features Intersected: NAUG RV,RTE 8,MNRR,SR710,  Facility Carried by Structure: ROUTE 68
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1068,  Location: 1.0 MI E OF ROUTE 63 (Lat: 41.521917,  Lng: -73.038683),  Route carried "on" structure: State highway 68,  Year Built: 1933,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 13,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,317 (year 2035),  Design Load: H 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1115,  Location: 250' EAST OF WATERTOWN TL (Lat: 41.586783,  Lng: -73.081389),  Route carried "on" structure: State highway 73,  Year Built: 1914,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 12,600 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,722 (year 2034),  Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1117,  Location: 0.1 MILE NORTH OF SR 847 (Lat: 41.557103,  Lng: -73.054381),  Route carried "on" structure: State highway 846,  Year Built: 1922,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 21,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,244 (year 2036),  Features Intersected: NAUGATUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1226,  Location: I-84 EXIT NO. 24 (Lat: 41.539764,  Lng: -73.009372),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 13,138 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,522 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: HARPERS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1226,  Location: I-84 EXIT NO. 24 (Lat: 41.539764,  Lng: -73.009372),  Route carried "under" structure: Interstate 84,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 113,400 (year 2014),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: HARPERS FERRY ROAD
Minimum Vertical Clearance: 0.06m (0.20ft),  Kilometerpoint: 55.977,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1227,  Location: .1MI E OF HARPRS FERRY RD (Lat: 41.538900,  Lng: -73.007294),  Route carried "on" structure: Interstate 84,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 115,800 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 172,067 (year 2035),  Features Intersected: BEAVER POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.617,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017
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Structure Number: 1228,  Location: 1.6 MILES EAST OF RTE 69 (Lat: 41.540842,  Lng: -72.994678),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 17,866 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,547 (year 2036),  Design Load: H 20,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.586,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1228,  Location: 1.6 MILES EAST OF RTE 69 (Lat: 41.540842,  Lng: -72.994678),  Route carried "under" structure: Interstate 84,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 113,400 (year 2014),  Truck Traffic: 15%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 57.313,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1229A,  Location: .8 MI WEST OF CHESHIRE TL (Lat: 41.542656,  Lng: -72.980167),  Route carried "on" structure: Interstate 84,  Year Built: 2006,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 52,450 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,935 (year 2035),  Design Load: HS 20,  Features Intersected: PIERPONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 1.8m (5.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1229B,  Location: .8 MI WEST OF CHESHIRE TL (Lat: 41.542889,  Lng: -72.980158),  Route carried "on" structure: Interstate 84,  Year Built: 2006,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 52,450 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 77,935 (year 2035),  Design Load: HS 20,  Features Intersected: PIERPONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 123,  Location: I-84 EB EXIT 25A CHESHIRE (Lat: 41.540572,  Lng: -72.975186),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,810 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,689 (year 2032),  Design Load: HL 93,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: AUSTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.099,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 123,  Location: I-84 EB EXIT 25A CHESHIRE (Lat: 41.540572,  Lng: -72.975186),  Route carried "under" structure: Interstate 84,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 89,600 (year 2011),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: AUSTIN ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 59.099,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1636,  Location: 150 FT SOUTH OF ROUTE 68 (Lat: 41.517306,  Lng: -73.046086),  Route carried "on" structure: State highway 723,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,200 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,156 (year 2031),  Design Load: HS 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection
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Structure Number: 1657,  Location: 0.04 MI SO. OF EXIT 28 SB (Lat: 41.520806,  Lng: -73.046850),  Route carried "on" structure: State highway 710,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,600 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,349 (year 2035),  Design Load: HS 20,  Features Intersected: FULLING MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1714,  Location: RTE 8 SOUTHBOUND EXIT 34 (Lat: 41.559200,  Lng: -73.056817),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,458 (year 2036),  Design Load: HS 20,  Features Intersected: SR 846 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.539,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1714,  Location: RTE 8 SOUTHBOUND EXIT 34 (Lat: 41.559200,  Lng: -73.056817),  Route carried "under" structure: State highway 846,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR 846 NORTHBOUND,  Facility Carried by Structure: ROUTE 8 RAMP 079
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.515,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1715,  Location: 0.6 MILES NORTH OF I-84 (Lat: 41.558764,  Lng: -73.056286),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 74,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 110,700 (year 2036),  Design Load: HS 20,  Features Intersected: SR 846 NORTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.428,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 366.0m (1,200.8ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1715,  Location: 0.6 MILES NORTH OF I-84 (Lat: 41.558764,  Lng: -73.056286),  Route carried "under" structure: State highway 846,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR 846 NORTHBOUND,  Facility Carried by Structure: ROUTE 8
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.451,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1716,  Location: 1.1MI NO OF INTERSTATE-84 (Lat: 41.572389,  Lng: -73.058000),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 26,900 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,971 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 73 WESTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.041,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1716,  Location: 1.1MI NO OF INTERSTATE-84 (Lat: 41.572389,  Lng: -73.058000),  Route carried "under" structure: State highway 73,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,750 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 73 WESTBOUND,  Facility Carried by Structure: ROUTE 8 SOUTHBOUND
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 1717,  Location: 1.2 MILES NORTH OF I-84 (Lat: 41.585083,  Lng: -73.057200),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 26,100 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,782 (year 2036),  Design Load: HS 20,  Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.426,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 63.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1718,  Location: 1 MILE SOUTH OF EXIT 36 (Lat: 41.584389,  Lng: -73.056939),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 26,100 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,782 (year 2036),  Design Load: HS 20,  Features Intersected: STEELE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.571,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1719,  Location: 0.2 MI N OF ROUTE 73 (Lat: 41.569672,  Lng: -73.056153),  Route carried "on" structure: State highway 8,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 26,900 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,620 (year 2035),  Design Load: HS 20,  Features Intersected: PAN AM SO. RR SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.732,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 172,  Location: BETWEEN EXITS 35 & 36 (Lat: 41.569883,  Lng: -73.056317),  Route carried "on" structure: State highway 8,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 26,900 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,782 (year 2035),  Design Load: HS 20,  Features Intersected: PAN AM SO. RR SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1721,  Location: .4MI S OF WTRBY WTRTWN TL (Lat: 41.592472,  Lng: -73.054044),  Route carried "on" structure: State highway 8,  Year Built: 1964,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 18,250 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,118 (year 2036),  Design Load: H 20,  Features Intersected: HUNTINGDON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.469,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.8m (5.9ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 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: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1722,  Location: .4MI S OF WTRBY WTOWN TL (Lat: 41.591389,  Lng: -73.054281),  Route carried "on" structure: State highway 8,  Year Built: 1964,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 18,800 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,935 (year 2036),  Design Load: HS 20,  Features Intersected: HUNTINGDON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.469,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.1m (6.9ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Total Project Cost: $3,000,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1731,  Location: CHASE PRKWY AT I-84 EX 18 (Lat: 41.548083,  Lng: -73.076194),  Route carried "under" structure: Interstate 84,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 78,500 (year 2014),  Truck Traffic: 15%,  Features Intersected: INTERSTATE-84 & RAMP 053
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 50.394,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 3176,  Location: .27 MI NORTH OF TOWN LINE (Lat: 41.519692,  Lng: -73.047975),  Route carried "on" structure: State highway 8,  Year Built: 1966,  Status: Open,  Structure Length: 18.47m (60.60ft),  Average Daily Traffic: 27,350 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,639 (year 2034),  Design Load: HS 20,  Features Intersected: NAUGATUCK RV-LOCAL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.553,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  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: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Total Project Cost: $5,100,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3177,  Location: .27 MI NORTH OF TOWN LINE (Lat: 41.519650,  Lng: -73.047700),  Route carried "on" structure: State highway 8,  Year Built: 1966,  Status: Open,  Structure Length: 18.47m (60.60ft),  Average Daily Traffic: 27,350 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,639 (year 2034),  Design Load: H 20,  Features Intersected: NAUGATUCK RV-LOCAL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.553,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Total Project Cost: $5,100,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3178,  Location: .7 MI N OF NAUG./WTBY TL (Lat: 41.524289,  Lng: -73.044367),  Route carried "on" structure: State highway 8,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 27,350 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,639 (year 2034),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.132,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 46.9m (153.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 6.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Total Project Cost: $5,100,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3179,  Location: .7 MI NO NUGTCK WTBRY TL (Lat: 41.524603,  Lng: -73.043989),  Route carried "on" structure: State highway 8,  Year Built: 1966,  Status: Open,  Structure Length: 21.46m (70.41ft),  Average Daily Traffic: 26,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,674 (year 2036),  Design Load: H 20,  Features Intersected: METRO-NORTH RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.181,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Total Project Cost: $5,100,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 318,  Location: 1.1 MILE SOUTH OF EXIT 30 (Lat: 41.530533,  Lng: -73.044606),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 27,350 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,639 (year 2034),  Design Load: HS 20,  Features Intersected: NICHOLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.953,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3181,  Location: 1.3 MILE NORTH OF EXIT 29 (Lat: 41.530614,  Lng: -73.044272),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 27,350 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,639 (year 2034),  Design Load: HS 20,  Features Intersected: NICHOLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.969,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 7.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3182,  Location: 1.5 MI N NAUGTK/WATBRY TL (Lat: 41.537028,  Lng: -73.043939),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,776 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,611 (year 2037),  Design Load: H 20,  Features Intersected: ROUTE 8,  Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.224,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 3182,  Location: 1.5 MI N NAUGTK/WATBRY TL (Lat: 41.537028,  Lng: -73.043939),  Route carried "under" structure: State highway 8,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 53,400 (year 2016),  Truck Traffic: 6%,  Features Intersected: ROUTE 8,  Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 46.677,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 3183A,  Location: 0.9 MILES SOUTH OF I-84 (Lat: 41.540017,  Lng: -73.044264),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 26,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,708 (year 2035),  Design Load: HS 20,  Features Intersected: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.999,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 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: 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: Satisfactory,  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: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3183B,  Location: 0.9 MILES SOUTH OF I-84 (Lat: 41.539997,  Lng: -73.044481),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 26,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,708 (year 2035),  Design Load: HS 20,  Features Intersected: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.999,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 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: 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: Fair,  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: Equal to 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3184A,  Location: 1 MI SOUTH OF I-84 INTER. (Lat: 41.542264,  Lng: -73.044550),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 27,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,565 (year 2035),  Design Load: HS 20,  Features Intersected: PORTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.256,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 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: 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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3184B,  Location: 1 MI SOUTH OF I-84 INTER. (Lat: 41.542278,  Lng: -73.044761),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 26,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,708 (year 2035),  Design Load: HS 20,  Features Intersected: PORTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.256,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 10 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: 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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3185,  Location: .7 MI SOUTH OF ROUTE I-84 (Lat: 41.544053,  Lng: -73.044589),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 26,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,708 (year 2035),  Design Load: HS 20,  Features Intersected: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.449,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3186,  Location: .7 MI SOUTH OF ROUTE I-84 (Lat: 41.544064,  Lng: -73.044797),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 26,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,708 (year 2035),  Design Load: HS 20,  Features Intersected: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.449,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3187,  Location: AT EXIT 30 ROUTE 8 SB (Lat: 41.545814,  Lng: -73.044706),  Route carried "on" structure: State highway 8,  Year Built: 1965,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 26,574 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,486 (year 2035),  Design Load: HS 20,  Features Intersected: BANK & S.LEONARD STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.594,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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