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

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Structure Number: H210520YKDOTNBI,  Location: MM 15.1 ON I-91 SB (Lat: 42.211417,  Lng: -72.633833),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 31,810 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,759 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST141 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.300,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000 ( 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: H210530YLDOTNBI,  Location: MM 15.2 ON I-91 NB (Lat: 42.212928,  Lng: -72.632708),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 27,094 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,552 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST141 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.494,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,562,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,344,000 ( 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: H210530YMDOTNBI,  Location: MM 15.2 ON I-91 SB (Lat: 42.212931,  Lng: -72.633092),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 24,566 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 113,552 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST141 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.494,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,452,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $2,179,000 ( 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: H210540YNDOTNBI,  Location: MM 16.0 ON I-91 NB (Lat: 42.223492,  Lng: -72.636403),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 27,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 100,759 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY BEMIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.749,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,245,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,868,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: H210540YPDOTNBI,  Location: MM 16.0 ON I-91 SB (Lat: 42.223478,  Lng: -72.636778),  Route carried "on" structure: Interstate 91,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 27,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,759 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY BEMIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.749,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $205,000 ( 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: H210550YHDOTNBI,  Location: MM 15.2 ON I-91 SB (Lat: 42.211844,  Lng: -72.634142),  Route carried "on" structure: Ramp Interstate 91,  Year Built: 1965,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,379 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,161 (year 2032),  Design Load: HS 20,  Features Intersected: ST141 EB
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: 21.6m (70.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $634,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $952,000 ( 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: H2105713FDOTNBI,  Location: MM 11.9 ON I-91 (Lat: 42.166969,  Lng: -72.644053),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 13,344 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,476 (year 2032),  Design Load: H 20,  Features Intersected: I 91,  Facility Carried by Structure: HWY WHITNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.135,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.1m (105.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,889,000,  Roadway Improvement Cost: $389,000,  Total Project Cost: $5,834,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: H210580Y5DOTNBI,  Location: MM 11.5 ON I-91 NB (Lat: 42.162328,  Lng: -72.646081),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 36,164 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 93,179 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I 91 RMP A TPK CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.748,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,553,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $3,830,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: H210580Y6DOTNBI,  Location: MM 11.5 ON I-91 SB (Lat: 42.162461,  Lng: -72.646439),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 3.79m (12.43ft),  Average Daily Traffic: 37,102 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 93,179 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I 91 RMP A TPK CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.748,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,642,000,  Roadway Improvement Cost: $265,000,  Total Project Cost: $3,964,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: H210600WTDOTNBI,  Location: .1 M N JCT CONN RIVER (Lat: 42.193839,  Lng: -72.613147),  Route carried "on" structure: Interstate 391,  Year Built: 1980,  Status: Open,  Structure Length: 78.01m (255.94ft),  Average Daily Traffic: 38,678 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,380 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COMB MAIN ST & PVRR
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.483,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.9m (111.2ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 6,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 78.10m (256.23ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $104,090,000,  Roadway Improvement Cost: $10,410,000,  Total Project Cost: $156,136,000 ( 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: H21066AHPMUNNBI,  Location: 400' NE OF SOUTH STREET (Lat: 42.194792,  Lng: -72.613658),  Route carried "on" structure: City street ,  Year Built: 1850,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 905 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 395 (year 2032),  Features Intersected: WATER THIRD LEVEL CANAL,  Facility Carried by Structure: HWY RACE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $951,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,427,000 ( Estimate for 2022)

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Structure Number: H21067AHKMUNNBI,  Location: AT JCT. OF MAIN STREET (Lat: 42.195719,  Lng: -72.611686),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 1920,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,466 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,352 (year 2032),  Features Intersected: WATER THIRD LVL CNL SPWY,  Facility Carried by Structure: HWY JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $157,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W21042157DOTNBI,  Location: JCT RAMP 'F' TO I-90 (Lat: 42.166667,  Lng: -72.633333),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: HWY RAMP F TO I 90
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 73.545,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: W21042157DOTNBI,  Location: JCT RAMP 'F' TO I-90 (Lat: 42.166667,  Lng: -72.633333),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: HWY RAMP F TO I 90
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 73.545,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)