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


  • National Bridge Inventory (NBI) Statistics
  • 67Number of bridges
  • 850ft / 259mTotal length
  • $3,915,000Total costs
  • 1,492,859Total average daily traffic
  • 135,900Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Farmington
  • No street view available for this location

New bridges in Farmington, CT - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 41930-1939
  • 11940-1949
  • 31950-1959
  • 381960-1969
  • 71970-1979
  • 41980-1989
  • 51990-1999
  • 32010-2019
Reconstructed bridges in Farmington, CT - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 61980-1989
  • 51990-1999
  • 12000-2009
Average Bridge Daily Traffic in Farmington, CT
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 37.5%Good
  • 60.0%Satisfactory
  • 2.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 2.4%Very good
  • 33.3%Good
  • 52.4%Satisfactory
  • 9.5%Fair
  • 2.4%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 40.5%Good
  • 52.4%Satisfactory
  • 7.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 25.0%Good
  • 68.8%Satisfactory
  • 6.3%Poor
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Structure Number: 6006,  Location: 0.4 MI N WINDSOR LOCKS TL (Lat: 41.918883,  Lng: -72.615617),  Route carried "on" structure: Interstate 91,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 54,800 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,427 (year 2035),  Design Load: HS 20,  Features Intersected: SR 510 (MAIN STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.709,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6244,  Location: 2000FT WEST OF RTE 10 INT (Lat: 41.704369,  Lng: -72.850136),  Route carried "on" structure: US 6,  Year Built: 1993,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 22,900 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,027 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.539,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6245,  Location: 0.1 MI.EAST OF ROUTE 177 (Lat: 41.706797,  Lng: -72.877539),  Route carried "on" structure: US 6,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,815 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SCOTT SWAMP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.205,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 430R,  Location: 2.1 MILES WEST OF RTE. 10 (Lat: 41.743267,  Lng: -72.859364),  Route carried "under" structure: State highway 4,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 4,  Facility Carried by Structure: RAILS TO TRAILS
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 65.355,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 476,  Location: 0.4 MILE EAST OF SR 552 (Lat: 41.708842,  Lng: -72.841444),  Route carried "under" structure: State highway 10,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 13,100 (year 2018),  Truck Traffic: 5%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: US ROUTE 6
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 52.062,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 3324,  Location: ADJACENT TO I-84 EXIT 37 (Lat: 41.706922,  Lng: -72.802192),  Route carried "under" structure: Interstate 84,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 88,900 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: FIENEMANN ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 85.681,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 3482,  Location: SOUTH OF FARMINGTON STACK (Lat: 41.723233,  Lng: -72.771633),  Route carried "under" structure: State highway 9,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 9 SOUTHBOUND,  Facility Carried by Structure: SOUTH ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 64.840,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.8m (107.6ft)

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Structure Number: 3483,  Location: FARMINGTON @STACK (Lat: 41.727011,  Lng: -72.772225),  Route carried "under" structure: Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 104,200 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: VACANT ROUTE 9 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 89.302,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 3484,  Location: FARMINGTON STACK (Lat: 41.727019,  Lng: -72.771953),  Route carried "under" structure: Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 104,200 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84,  Facility Carried by Structure: VACANT ROUTE 9 NB
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 89.319,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 3492,  Location: FOURTH LEVEL-EXIT 39A (Lat: 41.726886,  Lng: -72.771728),  Route carried "under" structure: Ramp State highway 9,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,900 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-84, I-84 TR 820,SR 506
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 65.339,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 3492,  Location: FOURTH LEVEL-EXIT 39A (Lat: 41.726886,  Lng: -72.771728),  Route carried "under" structure: Ramp State highway 506,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: I-84, I-84 TR 820,SR 506,  Facility Carried by Structure: VACANT RTE. 9 RAMP
Minimum Vertical Clearance: 5.82m (19.09ft),  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 3492,  Location: FOURTH LEVEL-EXIT 39A (Lat: 41.726886,  Lng: -72.771728),  Route carried "under" structure: Interstate 84,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 52,100 (year 2018),  Truck Traffic: 14%,  Features Intersected: I-84, I-84 TR 820,SR 506,  Facility Carried by Structure: VACANT RTE. 9 RAMP
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 89.319,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 3493,  Location: ROUTE 9 RAMP TO WB I-84 (Lat: 41.727003,  Lng: -72.772183),  Route carried "under" structure: Ramp State highway 9,  Year Built: 1969,  Structure Length: 0. m,  Features Intersected: INTERSTATE-84 & RAMPS
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 65.436,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3493,  Location: ROUTE 9 RAMP TO WB I-84 (Lat: 41.727003,  Lng: -72.772183),  Route carried "under" structure: Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 51,700 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-84 & RAMPS,  Facility Carried by Structure: ROUTE 9 RAMP
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 90.139,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3493,  Location: ROUTE 9 RAMP TO WB I-84 (Lat: 41.727003,  Lng: -72.772183),  Route carried "under" structure: Ramp State highway 9,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 16,800 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-84 & RAMPS
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 65.436,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3494,  Location: 2 MI WEST W. HARTFORD TL. (Lat: 41.718258,  Lng: -72.796514),  Route carried "under" structure: State highway 531,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2018),  Truck Traffic: 2%,  Features Intersected: US RTE 6 EB & SR 531 WB,  Facility Carried by Structure: INTERSTATE 84 WEST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 2.124,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 3494,  Location: 2 MI WEST W. HARTFORD TL. (Lat: 41.718258,  Lng: -72.796514),  Route carried "under" structure: US 6,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2018),  Truck Traffic: 8%,  Features Intersected: US RTE 6 EB & SR 531 WB,  Facility Carried by Structure: INTERSTATE 84 WEST
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 90.075,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 3495,  Location: AT EXIT 38 (Lat: 41.718967,  Lng: -72.795225),  Route carried "under" structure: State highway 6,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2018),  Truck Traffic: 6%,  Features Intersected: US RTE 6 EB & SR 531 WB,  Facility Carried by Structure: INTERSTATE 84 EAST
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 90.204,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.8m (153.5ft)

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Structure Number: 3495,  Location: AT EXIT 38 (Lat: 41.718967,  Lng: -72.795225),  Route carried "under" structure: State highway 531,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2018),  Truck Traffic: 5%,  Features Intersected: US RTE 6 EB & SR 531 WB,  Facility Carried by Structure: INTERSTATE 84 EAST
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.8m (153.5ft)

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Structure Number: 3496,  Location: 1.73 MI WEST W.HTFD TL (Lat: 41.721114,  Lng: -72.794364),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-84 TR 818
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3497,  Location: 1.61 MI WEST W.HTFD TL (Lat: 41.722322,  Lng: -72.792703),  Route carried "under" structure: State highway 508,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,650 (year 2018),  Truck Traffic: 10%,  Features Intersected: SR 508,  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.529,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 3498,  Location: EAST OF I-84 EXIT 39 (Lat: 41.723208,  Lng: -72.789658),  Route carried "under" structure: State highway 508,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2018),  Truck Traffic: 6%,  Features Intersected: I-84 & SR 508,  Facility Carried by Structure: SR 531 (SOUTH RD)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 3498,  Location: EAST OF I-84 EXIT 39 (Lat: 41.723208,  Lng: -72.789658),  Route carried "under" structure: Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 112,000 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-84 & SR 508,  Facility Carried by Structure: SR 531 (SOUTH RD)
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 87.806,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 3499,  Location: ROUTE 4 RAMP TO I-84 WB (Lat: 41.719675,  Lng: -72.795986),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,603 (year 2019),  Truck Traffic: 5%,  Features Intersected: INTERSTATE 84 RAMP 207
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 35,  Location: I-84 EB EXIT 39 OFF RAMP (Lat: 41.722767,  Lng: -72.795339),  Route carried "under" structure: Ramp State highway 508,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,650 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 508 EASTBOUND,  Facility Carried by Structure: I-84 TR 818
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.304,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 3759,  Location: ADJ TO JUNC ROUTE 4+84 (Lat: 41.723722,  Lng: -72.804378),  Route carried "under" structure: State highway 549,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2018),  Truck Traffic: 8%,  Features Intersected: SR 549 (BIRDSEYE ROAD),  Facility Carried by Structure: SR 508
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 1.416,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 7008,  Location: 1 mi east Route 177 int. (Lat: 41.704436,  Lng: -72.862650),  Route carried "under" structure: US 6,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2015),  Truck Traffic: 4%,  Features Intersected: US ROUTE 6,  Facility Carried by Structure: FARMINGTON CANAL H
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 83.364,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 39.0m (128.0ft)

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