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Bridge Statistics for Pittsfield, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 51Number of bridges
  • 276ft / 84mTotal length
  • $68,866,000Total costs
  • 379,573Total average daily traffic
  • 26,624Total average daily truck traffic
  • 525,637Total future (year 2031) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pittsfield
  • No street view available for this location

New bridges in Pittsfield, MA - historical statistics
  • New bridges - historical statistics
  • 2Before 1900
  • 61900-1909
  • 41910-1919
  • 11920-1929
  • 91930-1939
  • 41940-1949
  • 11950-1959
  • 21960-1969
  • 41970-1979
  • 41980-1989
  • 91990-1999
  • 32000-2009
  • 22010-2018
Reconstructed bridges in Pittsfield, MA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 31930-1939
  • 11940-1949
  • 01950-1959
  • 01960-1969
  • 01970-1979
  • 41980-1989
  • 41990-1999
  • 12000-2009
Average Bridge Daily Traffic in Pittsfield, MA
Average Bridge Truck Traffic in Pittsfield, MA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 2.3%Excellent
  • 9.3%Very good
  • 37.2%Good
  • 23.3%Satisfactory
  • 23.3%Fair
  • 4.7%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 2.2%Excellent
  • 10.9%Very good
  • 28.3%Good
  • 23.9%Satisfactory
  • 23.9%Fair
  • 10.9%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 2.2%Excellent
  • 4.3%Very good
  • 47.8%Good
  • 23.9%Satisfactory
  • 17.4%Fair
  • 4.3%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.6%Excellent
  • 15.8%Very good
  • 63.2%Good
  • 7.9%Satisfactory
  • 5.3%Fair
  • 2.6%Poor
  • 2.6%Serious
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Excellent
  • 40.0%Good
  • 20.0%Satisfactory
  • 20.0%Failed
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Structure Number: L07001018MUNNBI,  Location: 1.5 MILES E OF 7&20 (Lat: 42.393889,  Lng: -73.240556),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.33m (1.08ft),  Average Daily Traffic: 1,800 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,843 (year 2032),  Design Load: H 20,  Features Intersected: WATER HOUSATONIC RIVER,  Facility Carried by Structure: HWY NEW LENOX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,551,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,327,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: L0700605MMUNNBI,  Location: .4 MI S. OF NEW LENOX RD (Lat: 42.387817,  Lng: -73.237881),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 776 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2032),  Design Load: H 15,  Features Intersected: WATER ROARING BROOK,  Facility Carried by Structure: HWY RORING BK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.0m (3.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 21.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Bridge Improvement Cost: $1,199,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,799,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L07013BU9MUNNBI,  Location: .5 MI E OF E NEW LENOX RD (Lat: 42.391611,  Lng: -73.226500),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 120 (year 2014),  Truck Traffic: 25%,  Design Load: HL 93,  Features Intersected: WATER MILL BROOK,  Facility Carried by Structure: HWY NEW LENOX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 0.4m (1.3ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal 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: May 2017
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Structure Number: P1000101WMUNNBI,  Location: .5 MI S OF WILLIAM ST (Lat: 42.430017,  Lng: -73.238714),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 11,357 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,845 (year 2032),  Design Load: H 20,  Features Intersected: WATER HOUSATONIC RIVER,  Facility Carried by Structure: HWY HOLMES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.136,  Lanes on structure: 2,  Owner: City or Municipal 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: 34.5m (113.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,075,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,613,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: P100020DYDOT634,  Location: 1.4 MI N OF LENX TL 83.80 (Lat: 42.419444,  Lng: -73.246389),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.23m (0.75ft),  Average Daily Traffic: 10,600 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,741 (year 2033),  Design Load: H 20,  Features Intersected: RR HRR,  Facility Carried by Structure: HWY HOLMES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $1,045,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,568,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: P100030E0DOT634,  Location: @ GAMWELL AVE 85.00 (Lat: 42.433619,  Lng: -73.257992),  Route carried "on" structure: US 7,  Year Built: 1900,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 21,457 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,323 (year 2032),  Design Load: H 20,  Features Intersected: RR HRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.834,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,007,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,511,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: P100080DXDOT634,  Location: AT MERRILL/EAST ST 148.18 (Lat: 42.455178,  Lng: -73.213250),  Route carried "on" structure: State highway ,  Year Built: 1886,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 11,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,006 (year 2031),  Design Load: HS 20,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY JUNCTION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 62.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Critical Feature Inspection Date: September 2016,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $706,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P10010BK9MUNNBI,  Location: 0.1 MI N OF EAST ST (Lat: 42.453597,  Lng: -73.234369),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 4,267 (year 2016),  Truck Traffic: 5%,  Design Load: HL 93,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY WOODLAWN AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P10012AWBDOT634,  Location: INT ADAMS & PLSNT 149.93 (Lat: 42.452500,  Lng: -73.246944),  Route carried "on" structure: State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 5,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,422 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY SECOND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $539,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P100130DUDOT634,  Location: S OF MELVLLE ST 150.09 (Lat: 42.452042,  Lng: -73.250122),  Route carried "on" structure: US 7,  Year Built: 1900,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 13,300 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,374 (year 2032),  Design Load: H 20,  Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.532,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,136,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,705,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: P100140DTDOT634,  Location: INT NORTH & COLMBS 150.25 (Lat: 42.451550,  Lng: -73.253017),  Route carried "on" structure: US 7,  Year Built: 1983,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,111 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 238.0m (780.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 5.6m (18.4ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 5.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $784,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,177,000 ( Estimate for 2018),  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: P100170DRDOT634,  Location: 0.1 MI N OF US 20 151.06 (Lat: 42.446111,  Lng: -73.267222),  Route carried "on" structure: State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 6,600 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,476 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY S MERRIAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.7m (5.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $538,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $808,000 ( Estimate for 2018),  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: P100190DQDOT634,  Location: 0.3 MI N OF US 20 152.32 (Lat: 42.443847,  Lng: -73.291264),  Route carried "on" structure: State highway ,  Year Built: 1909,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 1,550 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,579 (year 2032),  Design Load: HS 20,  Features Intersected: RR CSX,  Facility Carried by Structure: HWY GALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 93.0m (305.1ft),  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: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,183,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,775,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P100210E1DOT634,  Location: W OF CLOVERDALE ST 154.07 (Lat: 42.431353,  Lng: -73.320131),  Route carried "on" structure: US 20,  Year Built: 1933,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,687 (year 2033),  Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 20.6m (67.6ft),  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: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.54m (1.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $3,058,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $4,588,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: P100220E2DOT634,  Location: 800' W OF CRANE AVE (Lat: 42.466153,  Lng: -73.207450),  Route carried "on" structure: State highway 9,  Year Built: 1845,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 18,200 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,847 (year 2031),  Features Intersected: RR HRR,  Facility Carried by Structure: HWY DALTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.391,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 149.0m (488.8ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $1,181,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,772,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: P1002301RMUNNBI,  Location: .7 MI NW OF HOLMES RD (Lat: 42.436556,  Lng: -73.247828),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,400 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,948 (year 2032),  Design Load: HS 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY POMEROY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.29m (0.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $962,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,444,000 ( Estimate for 2018),  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: P1002401NMUNNBI,  Location: .1 MI NW OF HOLMES RD (Lat: 42.429997,  Lng: -73.241003),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,948 (year 2032),  Design Load: H 20,  Features Intersected: WATER HOUSATONIC RIVER,  Facility Carried by Structure: HWY POMEROY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,409,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,114,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P1002501XMUNNBI,  Location: .6 MI W OF HOLMES RD (Lat: 42.440528,  Lng: -73.248317),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 2,800 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,738 (year 2032),  Design Load: HS 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY DAWES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $657,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $986,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P1002601YMUNNBI,  Location: 700' S. OF INT. W/ RTE 9 (Lat: 42.445131,  Lng: -73.243989),  Route carried "on" structure: City street ,  Year Built: 1911,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 16,642 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 21,478 (year 2032),  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Other Special Inspection Date: May 2017,  Bridge Improvement Cost: $1,227,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,841,000 ( Estimate for 2018)
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Structure Number: P10027024MUNNBI,  Location: .1 MI SE OF EAST ST (Lat: 42.448000,  Lng: -73.237717),  Route carried "on" structure: City street ,  Year Built: 1913,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 3,600 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,685 (year 2032),  Design Load: HS 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY LYMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $1,095,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,643,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: P1003101UMUNNBI,  Location: AT INT. W RTS. 8 & 9 (Lat: 42.469483,  Lng: -73.196625),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 42,207 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 49,590 (year 2032),  Design Load: HS 20,  Features Intersected: WATER E BR HOUSATONIC R,  Facility Carried by Structure: HWY HUBBARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $2,607,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $3,911,000 ( Estimate for 2018),  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: P100320B0DOTNBI,  Location: 600'S OF INT W/ CROFUT ST (Lat: 42.436569,  Lng: -73.257242),  Route carried "on" structure: US 7,  Year Built: 1900,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 23,286 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,060 (year 2032),  Design Load: H 20,  Features Intersected: WATER W BR HOUSATONIC R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.667,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,175,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,763,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: P100330B1DOTNBI,  Location: 3.0 MI W OF LENOX TL (Lat: 42.443853,  Lng: -73.260889),  Route carried "on" structure: US 20,  Year Built: 1947,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 25,200 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,479 (year 2031),  Design Load: H 20,  Features Intersected: WATER W BR HOUSATONIC R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.651,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $502,000 ( Estimate for 2018),  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: P10034073MUNNBI,  Location: 900' N. OF INT. W/ RTE 20 (Lat: 42.446458,  Lng: -73.263094),  Route carried "on" structure: City street ,  Year Built: 1907,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 158 (year 2032),  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Serious,  Channel: Serious,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 6 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2017,  Underwater Inspection Date: November 2015,  Other Special Inspection Date: November 2017,  Bridge Improvement Cost: $552,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $829,000 ( Estimate for 2018)
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Structure Number: P10035022MUNNBI,  Location: .5 MI W OF RTE 9 (Lat: 42.449944,  Lng: -73.263306),  Route carried "on" structure: City street ,  Year Built: 1904,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,800 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,160 (year 2032),  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2017,  Underwater Inspection Date: December 2017,  Bridge Improvement Cost: $713,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,070,000 ( Estimate for 2018)
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Structure Number: P10037AGEMUNNBI,  Location: N OF US20,W OF US7 (Lat: 42.452703,  Lng: -73.261261),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,400 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,211 (year 2031),  Design Load: HS 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY COLUMBUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $863,000 ( Estimate for 2018),  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: P1003801PMUNNBI,  Location: AT INT. OF JOHN ST (Lat: 42.456853,  Lng: -73.260789),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 7,888 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,160 (year 2032),  Design Load: HS 15,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY LINDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $889,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,334,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: P100390A4DOTNBI,  Location: 2.3 MI S OF LANESBORO TL (Lat: 42.464328,  Lng: -73.252875),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 10,214 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,845 (year 2032),  Design Load: H 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY WAHCONAH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,262,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,894,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: P10040025MUNNBI,  Location: AT WBR OF HOUSATONIC RIV (Lat: 42.466536,  Lng: -73.251889),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,900 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,159 (year 2032),  Design Load: HS 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY PONTOOSUC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 79.1 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Other Special Inspection Date: November 2017,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $916,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P100410A5DOTNBI,  Location: AT TACONIC PARK DR INT (Lat: 42.474192,  Lng: -73.246119),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 12,155 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,530 (year 2032),  Design Load: H 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY WAHCONAH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.26m (0.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $1,455,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $2,183,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: P10042075MUNNBI,  Location: W OF RT7 S OF PNTOOSC LK (Lat: 42.479167,  Lng: -73.248333),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Temporarily open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 400 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 632 (year 2031),  Design Load: H 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY NEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Channel: Very good,  Culverts: Failed,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $754,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,132,000 ( Estimate for 2018)
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Structure Number: P10042B7DMUNTMP,  Location: W OF RT7 S OF PNTOOSC LK (Lat: 42.479167,  Lng: -73.248333),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Posted for load,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 440 (year 2016),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY NEW RD
Minimum Vertical Clearance: 0.99m (3.25ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.1 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 desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Critical Feature Inspection Date: May 2016,  Bridge Improvement Cost: $2,152,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $3,229,000 ( Estimate for 2018),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Other
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Structure Number: P1004401MMUNNBI,  Location: JUST S OF POTOOSUC LAKE (Lat: 42.483944,  Lng: -73.246353),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 6,078 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,265 (year 2032),  Design Load: HS 20,  Features Intersected: WATER W BR HOUSATONIC R,  Facility Carried by Structure: HWY HANCOCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.106,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 5.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $567,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $851,000 ( Estimate for 2018),  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: P10047023MUNNBI,  Location: .3 MI W OF RTE 7 (Lat: 42.469614,  Lng: -73.256583),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,100 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,896 (year 2032),  Design Load: HS 20,  Features Intersected: WATER ONOTA BROOK,  Facility Carried by Structure: HWY PECKS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.375,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $472,000 ( Estimate for 2018),  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: P1004907CMUNNBI,  Location: S OF PCKS RD E OF ONTA LK (Lat: 42.476103,  Lng: -73.269131),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Temporarily open,  Structure Length: 0.12m (0.39ft),  Average Daily Traffic: 800 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,263 (year 2031),  Design Load: HS 20,  Features Intersected: WATER ONOTA LAKE,  Facility Carried by Structure: HWY LAKEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $1,392,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,089,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P10050020MUNNBI,  Location: .25 MI SW OF RTE 20 (Lat: 42.440275,  Lng: -73.272519),  Route carried "on" structure: City street ,  Year Built: 1946,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,571 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,581 (year 2032),  Design Load: H 20,  Features Intersected: WATER SW BR HOUSATONIC R,  Facility Carried by Structure: HWY BARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $634,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $952,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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