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

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Structure Number: A040010D8DOT634,  Location: .2 MI NORTH OF QUALITY ST (Lat: 42.608319,  Lng: -73.131303),  Route carried "on" structure: State highway 8,  Year Built: 1951,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 14,165 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,690 (year 2032),  Design Load: H 20,  Features Intersected: COMB HOOSIC R & ASHWLLT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.878,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.6m (126.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,658,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $6,988,000 ( 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: A04002B2LMUNNBI,  Location: 150' WEST OF BELLEVUE AVE (Lat: 42.607561,  Lng: -73.125678),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 1,552 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WATER DRY BROOK,  Facility Carried by Structure: HWY LEONARD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 95.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,266,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,900,000 ( 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: A040030BKDOTNBI,  Location: 200' EAST OF LEONARD ST (Lat: 42.610447,  Lng: -73.126539),  Route carried "on" structure: State highway 8,  Year Built: 1886,  Year Reconstructed: 1923,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 11,254 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,374 (year 2032),  Features Intersected: WATER HOOSIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.348,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 99.4 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $809,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,214,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A040040D9DOT634,  Location: W.OF 8 BTW RR & WILLOW ST (Lat: 42.614836,  Lng: -73.127017),  Route carried "on" structure: City street ,  Year Built: 1921,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,293 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 948 (year 2031),  Features Intersected: OTHER ASHUWILLTICOOK RT,  Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $488,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A040050BLDOTNBI,  Location: PROSPECT ST AND RT 8 (Lat: 42.615064,  Lng: -73.123494),  Route carried "on" structure: State highway 8,  Year Built: 1948,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 10,195 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,374 (year 2032),  Design Load: H 20,  Features Intersected: WATER HOOSIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.702,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2021,  Bridge Improvement Cost: $1,231,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,847,000 ( 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: A04006009MUNNBI,  Location: AT INT W/PROSPECT ST (Lat: 42.616342,  Lng: -73.124156),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 129 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 790 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $877,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,316,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A040090BMDOTNBI,  Location: AT PARK ST RAIL TRAIL (Lat: 42.620644,  Lng: -73.120447),  Route carried "on" structure: State highway 8,  Year Built: 1937,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 11,553 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,585 (year 2032),  Design Load: H 20,  Features Intersected: WATER HOOSIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.410,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,243,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,865,000 ( 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: A0401000GMUNNBI,  Location: AT HOOSIC RIVER (Lat: 42.621117,  Lng: -73.118886),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,948 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: H 15,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,011,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,517,000 ( 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: A0401102VMUNNBI,  Location: 0.5M SE OF JCT RTS8&116 (Lat: 42.621158,  Lng: -73.116981),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 360 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 948 (year 2032),  Design Load: HS 20,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY DEAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $694,000 ( 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: A0401300HMUNNBI,  Location: .25 MI W OF EAST RD (Lat: 42.621806,  Lng: -73.115456),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,293 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: HS 20,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $755,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,133,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A0401500FMUNNBI,  Location: .1 MI E OF RTE 8 (Lat: 42.625000,  Lng: -73.116389),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,200 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,054 (year 2032),  Design Load: HS 20,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY HOOSAC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  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

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Structure Number: A04016031MUNNBI,  Location: @ INT W/ JORDAN ST (Lat: 42.627731,  Lng: -73.114775),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 800 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,263 (year 2032),  Design Load: HS 20,  Features Intersected: WATER TOPHET BROOK,  Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 17.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 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: 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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,015,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,523,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A0401702WMUNNBI,  Location: BETW RT8&ANTHONY ST (Lat: 42.630942,  Lng: -73.113406),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 2,700 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,264 (year 2032),  Design Load: H 20,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY COOK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township 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: 23.4m (76.8ft),  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: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 17.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $1,287,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,931,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A04018AQRMUNNBI,  Location: .2 MI EAST OF ROUTE 8 (Lat: 42.639639,  Lng: -73.110739),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 1,700 (year 2012),  Average Future Daily Traffic: 2,369 (year 2031),  Design Load: HS 20,  Features Intersected: WATER NOTCH BROOK,  Facility Carried by Structure: HWY LIME ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $584,000 ( Estimate for 2022)

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Structure Number: A04019AQTMUNNBI,  Location: .2 MI E OF RTE 8 (Lat: 42.639458,  Lng: -73.108483),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 1,681 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,369 (year 2031),  Design Load: HS 20,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY LIME ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $1,744,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,617,000 ( 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: A0402502YMUNNBI,  Location: .5 MI S OF INT W/ EAST ST (Lat: 42.609172,  Lng: -73.102072),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,457 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,685 (year 2031),  Design Load: H 15,  Features Intersected: WATER TOPHET BROOK,  Facility Carried by Structure: HWY EAST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $920,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A040275WKMUNNBI,  Location: 140' EAST OF COUNTRY ROAD (Lat: 42.624417,  Lng: -73.094094),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 129 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 212 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: WATER MILLER BROOK,  Facility Carried by Structure: HWY E HOOSAC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $629,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $944,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A0403100EMUNNBI,  Location: @ SUMMER & HOOSAC ST INT. (Lat: 42.625089,  Lng: -73.113081),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 6,857 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,054 (year 2032),  Features Intersected: WATER TOPHET BROOK,  Facility Carried by Structure: HWY HOOSAC&SUMER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 98.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $755,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,133,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: A0403300DMUNNBI,  Location: BETW SUMMER & EAST RD (Lat: 42.624553,  Lng: -73.105639),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 776 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILLER BROOK,  Facility Carried by Structure: HWY E HOOSAC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $778,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A04034AF2MUNNBI,  Location: .3MI E OF BURLINGAME HILL (Lat: 42.606753,  Lng: -73.097669),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 120 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 158 (year 2032),  Design Load: HS 20,  Features Intersected: WATER TOPHET BROOK,  Facility Carried by Structure: HWY WALLING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $690,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,036,000 ( 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: A0403500CMUNNBI,  Location: AT TOPHET BROOK (Lat: 42.615661,  Lng: -73.103983),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: H 15,  Features Intersected: WATER TOPHET BROOK,  Facility Carried by Structure: HWY EAST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,604,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $3,907,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A04038ACDMUNNBI,  Location: .2 MI FROM INT W/ ROUTE 8 (Lat: 42.608992,  Lng: -73.131317),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 129 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 158 (year 2032),  Design Load: HS 15,  Features Intersected: WATER HOOSIC RIVER,  Facility Carried by Structure: HWY S WILLOW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 22.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $2,439,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $3,659,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A0404100BMUNNBI,  Location: AT W WEST MTN. ROAD (Lat: 42.621939,  Lng: -73.134675),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,198 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: H 20,  Features Intersected: WATER PECKS BROOK,  Facility Carried by Structure: HWY WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $493,000 ( Estimate for 2022)