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

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Structure Number: G12006BWNMUNNBI,  Location: 0.1 MI W OF LEYDEN RD (Lat: 42.605717,  Lng: -72.613950),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 5,560 (year 2019),  Truck Traffic: 7%,  Design Load: HL 93,  Features Intersected: WATER GREEN RIVER,  Facility Carried by Structure: HWY NASHS MLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: G120100Q8MUNNBI,  Location: E OF RVR RD @ LEYDEN BRDR (Lat: 42.646597,  Lng: -72.620108),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Posted for load,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 640 (year 2012),  Average Future Daily Traffic: 790 (year 2032),  Design Load: H 20,  Features Intersected: WATER GREEN RIVER,  Facility Carried by Structure: HWY EUNICE WLLMS
Minimum Vertical Clearance: 3.47m (11.38ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.8m (91.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $2,548,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $3,823,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: G120170QAMUNNBI,  Location: 0.5 MI N OF PLAIN RD (Lat: 42.611978,  Lng: -72.632931),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,940 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 816 (year 2032),  Design Load: HS 20,  Features Intersected: WATER ALLEN BROOK,  Facility Carried by Structure: HWY COLRAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000 ( Estimate for 2022)

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Structure Number: G12018ANUMUNNBI,  Location: 425' N OF COLRAIN RD (Lat: 42.622792,  Lng: -72.635517),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 1,164 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,633 (year 2032),  Design Load: HS 20,  Features Intersected: WATER HINSDALE BROOK,  Facility Carried by Structure: HWY GREEN RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $908,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,363,000 ( 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: G12019145DOT634,  Location: 0.1 M W INT MUNSON ST (Lat: 42.572131,  Lng: -72.622111),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,226 (year 2031),  Design Load: H 20,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY WISDOM WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.2m (89.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,436,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,155,000 ( 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: G12022144DOT634,  Location: JCT SEVERANCE ST (Lat: 42.641628,  Lng: -72.576856),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 1,163 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,493 (year 2033),  Design Load: H 15,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY W LOG PLAIN
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,391,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,087,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: G120350UHDOTNBI,  Location: .2 M W HOME DEPOT PLAZA (Lat: 42.589344,  Lng: -72.630883),  Route carried "on" structure: State highway 2,  Year Built: 1951,  Status: Temporarily open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 12,901 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,274 (year 2031),  Design Load: H 20,  Features Intersected: HWY OLD SHELBURNE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.441,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,399,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $3,599,000 ( 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: G12041AHNMUNNBI,  Location: .1 M S EUNICE WLLMS DR (Lat: 42.643317,  Lng: -72.610103),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 2,457 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,717 (year 2031),  Design Load: H 20,  Features Intersected: WATER GLEN BROOK,  Facility Carried by Structure: HWY LEYDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 67.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $413,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: G120420XYDOTNBI,  Location: MM 48.4 ON I-91 NB (Lat: 42.647811,  Lng: -72.562603),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 9,871 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,398 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: US 5 /ST10/BRNRDSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.996,  Lanes on structure: 2,  Lanes under 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: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $125,000 ( 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: G120420Y0DOTNBI,  Location: MM 48.4 ON I-91 SB (Lat: 42.648261,  Lng: -72.562714),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 10,956 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,135 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: US 5 /ST10/BRNRDSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.996,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,351,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $3,527,000 ( 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: G120430XWDOTNBI,  Location: MM 47.6 ON I-91 NB (Lat: 42.639100,  Lng: -72.572517),  Route carried "on" structure: Interstate 91,  Year Built: 1961,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 9,515 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,881 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY SEVERANCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.715,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $95,000 ( 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: G120430XXDOTNBI,  Location: MM 47.6 ON I-91 SB (Lat: 42.639342,  Lng: -72.572892),  Route carried "on" structure: Interstate 91,  Year Built: 1961,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 10,562 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,346 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY SEVERANCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.715,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,657,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $2,486,000 ( 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: G12044155DOTNBI,  Location: MM 45.8 ON I-91 NB (Lat: 42.616939,  Lng: -72.592161),  Route carried "on" structure: State highway 2,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 2,974 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,961 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: I 91 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.747,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,825,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,738,000 ( 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: G12045154DOTNBI,  Location: .4 M W JCT US 5 & ST 10 (Lat: 42.615183,  Lng: -72.591689),  Route carried "on" structure: State highway 2,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 1,955 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,581 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST 2 WB RAMP 5S2W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,622,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,434,000 ( 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: G12046156DOTNBI,  Location: MM 45.7 ON I-91 NB (Lat: 42.615667,  Lng: -72.594114),  Route carried "on" structure: State highway 2,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 5,524 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I 91 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.747,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,926,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $2,890,000 ( 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: G12047152DOTNBI,  Location: .1M NE OF RT 5 AND CHERRY (Lat: 42.610447,  Lng: -72.585208),  Route carried "on" structure: State highway 2,  Year Built: 1965,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 5,018 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,950 (year 2032),  Design Load: H 20,  Features Intersected: US 5 /ST10/BRNRDSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.712,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,803,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,705,000 ( 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: G12047153DOTNBI,  Location: .1M SW OF RT 5 AND BURNHA (Lat: 42.610731,  Lng: -72.584792),  Route carried "on" structure: State highway 2,  Year Built: 1964,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 4,453 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,950 (year 2032),  Design Load: H 20,  Features Intersected: US 5 /ST10/BRNRDSTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.712,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,856,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $2,785,000 ( 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: G120490XNDOTNBI,  Location: MM 44.2 ON I-91 SB (Lat: 42.602806,  Lng: -72.615167),  Route carried "on" structure: Interstate 91,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 18,071 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,745 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WATER GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 76.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,045,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $4,568,000 ( 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: G120500XPDOTNBI,  Location: MM 44.6 ON I-91 (Lat: 42.606653,  Lng: -72.612525),  Route carried "on" structure: Interstate 91,  Year Built: 1962,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 36,983 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,114 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: WATER NASHS MILL BROOK
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 71.855,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 69.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $316,000 ( Estimate for 2022)

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Structure Number: G1205112YDOTNBI,  Location: MM 44.5 I-91 (Lat: 42.606861,  Lng: -72.612056),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 3,362 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,190 (year 2032),  Design Load: H 20,  Features Intersected: I 91,  Facility Carried by Structure: HWY LEYDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.70m (31.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,678,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $8,518,000 ( 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: G120530XTDOTNBI,  Location: MM 45.2 ON I91 SB (Lat: 42.612628,  Lng: -72.602742),  Route carried "on" structure: Interstate 91,  Year Built: 1962,  Status: Temporarily open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 18,071 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,774 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RR PAN AM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $3,553,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $5,330,000 ( 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: G120540XUDOTNBI,  Location: MM 45.4 ON I-91 NB (Lat: 42.613139,  Lng: -72.599500),  Route carried "on" structure: Interstate 91,  Year Built: 1962,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 12,109 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,693 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.046,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,599,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $3,899,000 ( 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: G120550XVDOTNBI,  Location: MM 45.6 ON I-91 SB (Lat: 42.614775,  Lng: -72.598353),  Route carried "on" structure: Interstate 91,  Year Built: 1962,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 18,557 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,534 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.590,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 16 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,275,000,  Roadway Improvement Cost: $628,000,  Total Project Cost: $9,413,000 ( 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: G120580XDDOTNBI,  Location: MM 42.6 ON I-91 SB (Lat: 42.578775,  Lng: -72.621333),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 15,600 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 45,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR PAN AM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.540,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,084,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $6,127,000 ( 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: G120590XHDOTNBI,  Location: MM 43.0 ON I-91 SB (Lat: 42.584575,  Lng: -72.622000),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 2.85m (9.35ft),  Average Daily Traffic: 17,570 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,662 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: ST 2 EB ROTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.200,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,538,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,308,000 ( 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: G120600XKDOTNBI,  Location: MM 43.1 ON I-91 SB (Lat: 42.586169,  Lng: -72.621453),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 17,570 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,662 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: ST 2 WB ROTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.361,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,538,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,308,000 ( 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: G120620XFDOTNBI,  Location: MM 42.7 ON I-91 SB (Lat: 42.580731,  Lng: -72.621853),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 15,587 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,971 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY FAIRVIEW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.717,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 74.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,502,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,254,000 ( 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: G12064ANRMUNNBI,  Location: 100' S OF BARTON RD (Lat: 42.643781,  Lng: -72.583803),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 1,560 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,838 (year 2032),  Design Load: HS 20,  Features Intersected: WATER MILL BROOK,  Facility Carried by Structure: HWY LOG PLAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $425,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $638,000 ( 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: G12068AHUDOTNBI,  Location: .05 M S OF ST 2 BYPASS (Lat: 42.609539,  Lng: -72.586369),  Route carried "on" structure: US 5,  Year Built: 1964,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 14,353 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,521 (year 2031),  Features Intersected: WATER CHERRY RUM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.970,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $395,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $593,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous