Bridge Statistics for Pittsfield, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 2Before 1900
- 61900-1909
- 41910-1919
- 11920-1929
- 81930-1939
- 41940-1949
- 11950-1959
- 21960-1969
- 51970-1979
- 31980-1989
- 91990-1999
- 22000-2009
- 32010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 31930-1939
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- Bridge Condition - Deck
- 4.5%Excellent
- 9.1%Very good
- 34.1%Good
- 27.3%Satisfactory
- 22.7%Fair
- 2.3%Poor
- Bridge Condition - Superstructure
- 4.3%Excellent
- 6.4%Very good
- 29.8%Good
- 23.4%Satisfactory
- 27.7%Fair
- 8.5%Poor
- Bridge Condition - Substructure
- 4.3%Excellent
- 4.3%Very good
- 42.6%Good
- 25.5%Satisfactory
- 19.1%Fair
- 4.3%Serious
- Bridge Condition - Channel
- 18.4%Very good
- 60.5%Good
- 7.9%Satisfactory
- 10.5%Fair
- 2.6%Serious
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: L07001018MUNNBI, Location: 1.5 MI. E. OF ROUTES 7&20 (Lat: 42.393889, Lng: -73.240556), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 1,429 (year 2019), 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: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 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: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,764,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,647,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: L07001018MUNNBI, Location: 1.5 MI. E. OF ROUTES 7&20 (Lat: 42.393889, Lng: -73.240556), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 1,429 (year 2019), 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: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 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: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,764,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,647,000 ( Estimate for 2022), 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: 129 (year 2018), Truck Traffic: 2%, 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: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), 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: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,868,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 129 (year 2018), Truck Traffic: 2%, 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: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), 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: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,868,000 ( Estimate for 2022), 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: 0.73m (2.40ft), Average Daily Traffic: 120 (year 2014), Truck Traffic: 2%, 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: 4.0m (13.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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: 0.73m (2.40ft), Average Daily Traffic: 120 (year 2014), Truck Traffic: 2%, 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: 4.0m (13.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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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: 13,920 (year 2018), 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: 9.8m (32.2ft), 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,222,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,834,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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: 13,920 (year 2018), 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: 9.8m (32.2ft), 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,222,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,834,000 ( Estimate for 2022), 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: Temporarily open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 11,429 (year 2018), 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: 10.4m (34.1ft), 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: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,783,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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: Temporarily open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 11,429 (year 2018), 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: 10.4m (34.1ft), 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: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,783,000 ( Estimate for 2022), 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: 48.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Fair, Substructure: Satisfactory, Operating Rating: 49.4 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: Somewhat better than minimum adequacy, 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,146,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,720,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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: 48.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: Fair, Substructure: Satisfactory, Operating Rating: 49.4 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: Somewhat better than minimum adequacy, 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,146,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,720,000 ( Estimate for 2022), 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: 15,700 (year 2018), Truck Traffic: 2%, 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: 11.3m (37.1ft), 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: 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $54,000, Total Project Cost: $803,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 15,700 (year 2018), Truck Traffic: 2%, 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: 11.3m (37.1ft), 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: 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $54,000, Total Project Cost: $803,000 ( Estimate for 2022), 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: 0.1M N OF EAST RR149.67 (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: 2,215 (year 2018), Truck Traffic: 7%, 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: 9.8m (32.2ft), 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P10010BK9MUNNBI, Location: 0.1M N OF EAST RR149.67 (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: 2,215 (year 2018), Truck Traffic: 7%, 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: 9.8m (32.2ft), 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2020, 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: 5,000 (year 2019), Truck Traffic: 5%, 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: 11.0m (36.1ft), 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: 11.0m (36.1ft), 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $613,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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: 5,000 (year 2019), Truck Traffic: 5%, 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: 11.0m (36.1ft), 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: 11.0m (36.1ft), 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $613,000 ( Estimate for 2022), 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: 29,800 (year 2019), 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: 12.2m (40.0ft), 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: 24.7 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,292,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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: 29,800 (year 2019), 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: 12.2m (40.0ft), 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: 24.7 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,292,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,939,000 ( Estimate for 2022), 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: 23.8m (78.1ft), 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: 57.1 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,337,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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: 23.8m (78.1ft), 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: 57.1 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,337,000 ( Estimate for 2022), 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: 6,827 (year 2018), 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: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $62,000, Total Project Cost: $917,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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: 6,827 (year 2018), 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: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $62,000, Total Project Cost: $917,000 ( Estimate for 2022), 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: 1,600 (year 2019), 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: 9.3m (30.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,345,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,018,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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: 1,600 (year 2019), 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: 9.3m (30.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,345,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,018,000 ( Estimate for 2022), 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: 18,000 (year 2019), 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: 12.2m (40.0ft), 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: Satisfactory, 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: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,479,000, Roadway Improvement Cost: $348,000, Total Project Cost: $5,219,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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: 18,000 (year 2019), 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: 12.2m (40.0ft), 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: Satisfactory, 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: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,479,000, Roadway Improvement Cost: $348,000, Total Project Cost: $5,219,000 ( Estimate for 2022), 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: 700' W OF CRANE AV RR .92 (Lat: 42.466153, Lng: -73.207450), Route carried "on" structure: City street , Year Built: 1845, Year Reconstructed: 1936, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 26,400 (year 2018), Truck Traffic: 4%, 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: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), 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: 18.0m (59.1ft)
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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: P100220E2DOT634, Location: 700' W OF CRANE AV RR .92 (Lat: 42.466153, Lng: -73.207450), Route carried "on" structure: City street , Year Built: 1845, Year Reconstructed: 1936, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 26,400 (year 2018), Truck Traffic: 4%, 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: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), 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: 18.0m (59.1ft)
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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,017,000 ( Estimate for 2022), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 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: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,642,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 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: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,642,000 ( Estimate for 2022), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, 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 desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,603,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,405,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, 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 desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,603,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,405,000 ( Estimate for 2022), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,121,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $747,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,121,000 ( Estimate for 2022), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: Fair, 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,095,000 ( Estimate for 2022)
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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: Fair, 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,095,000 ( Estimate for 2022)
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Structure Number: P10027024MUNNBI, Location: .1MI SE OF EAST ST (RT 9) (Lat: 42.448000, Lng: -73.237717), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1986, 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,868,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P10027024MUNNBI, Location: .1MI SE OF EAST ST (RT 9) (Lat: 42.448000, Lng: -73.237717), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 1986, 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,868,000 ( Estimate for 2022), 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: P1003101UMUNNBI, Location: AT INT W/ ST ROUTES 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: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 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: 26.0 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: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,965,000, Roadway Improvement Cost: $297,000, Total Project Cost: $4,448,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P1003101UMUNNBI, Location: AT INT W/ ST ROUTES 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: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 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: 26.0 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: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,965,000, Roadway Improvement Cost: $297,000, Total Project Cost: $4,448,000 ( Estimate for 2022), 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: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 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: Satisfactory, 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,337,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,006,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 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: Satisfactory, 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,337,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,006,000 ( Estimate for 2022), 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: AT MILL ST (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: 15.2m (49.9ft), 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $569,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P100330B1DOTNBI, Location: AT MILL ST (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: 15.2m (49.9ft), 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $569,000 ( Estimate for 2022), 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: 129 (year 2018), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $63,000, Total Project Cost: $943,000 ( Estimate for 2022)
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: 129 (year 2018), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $63,000, Total Project Cost: $943,000 ( Estimate for 2022)
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Structure Number: P10035022MUNNBI, Location: BTW S JOHN ST & DEWEY AVE (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: 10,571 (year 2019), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Satisfactory, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,217,000 ( Estimate for 2022)
Structure Number: P10035022MUNNBI, Location: BTW S JOHN ST & DEWEY AVE (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: 10,571 (year 2019), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Satisfactory, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,217,000 ( Estimate for 2022)
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Structure Number: P10037AGEMUNNBI, Location: AT DEWEY AVE. (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: 10.1m (33.1ft), 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $654,000, Roadway Improvement Cost: $66,000, Total Project Cost: $982,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P10037AGEMUNNBI, Location: AT DEWEY AVE. (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: 10.1m (33.1ft), 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $654,000, Roadway Improvement Cost: $66,000, Total Project Cost: $982,000 ( Estimate for 2022), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,519,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,519,000 ( Estimate for 2022), 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: City street , 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: 14.6m (47.9ft), 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: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,436,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,155,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: P100390A4DOTNBI, Location: 2.3 MI S OF LANESBORO TL (Lat: 42.464328, Lng: -73.252875), Route carried "on" structure: City street , 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: 14.6m (47.9ft), 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: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,436,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,155,000 ( Estimate for 2022), 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: 2,845 (year 2018), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,040,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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: 2,845 (year 2018), 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,040,000 ( Estimate for 2022), 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: 12.2m (40.0ft), 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,655,000, Roadway Improvement Cost: $166,000, Total Project Cost: $2,483,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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: 12.2m (40.0ft), 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: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,655,000, Roadway Improvement Cost: $166,000, Total Project Cost: $2,483,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: P10042B5TMUNNBI, Location: .2 MI WEST OF ROUTE 7 (Lat: 42.479250, Lng: -73.248444), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,034 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER W BR HOUSATONIC R, Facility Carried by Structure: HWY NEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P10042B5TMUNNBI, Location: .2 MI WEST OF ROUTE 7 (Lat: 42.479250, Lng: -73.248444), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,034 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER W BR HOUSATONIC R, Facility Carried by Structure: HWY NEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 55.0 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 desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $645,000, Roadway Improvement Cost: $65,000, Total Project Cost: $968,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 55.0 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 desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $645,000, Roadway Improvement Cost: $65,000, Total Project Cost: $968,000 ( Estimate for 2022), 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: 1988, 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $536,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P10047023MUNNBI, Location: .3 MI W OF RTE 7 (Lat: 42.469614, Lng: -73.256583), Route carried "on" structure: City street , Year Built: 1988, 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: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $536,000 ( Estimate for 2022), 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: P100498UVMUNNBI, Location: 500' S PECKS ROAD (Lat: 42.476103, Lng: -73.269131), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 388 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER ONOTA LAKE, Facility Carried by Structure: HWY LAKEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), 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: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P100498UVMUNNBI, Location: 500' S PECKS ROAD (Lat: 42.476103, Lng: -73.269131), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 388 (year 2018), Truck Traffic: 6%, Design Load: HL 93, Features Intersected: WATER ONOTA LAKE, Facility Carried by Structure: HWY LAKEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), 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: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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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: Temporarily 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: 8.8m (28.9ft), 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: 14.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,082,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: Temporarily 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: 8.8m (28.9ft), 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: 14.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,082,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous