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

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Structure Number: C1300313UDOT634,  Location: .3 M N JCT I391 (Lat: 42.159250,  Lng: -72.612964),  Route carried "on" structure: State highway 116,  Year Built: 1971,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 32,500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,373 (year 2031),  Design Load: H 20,  Features Intersected: RR BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.5m (90.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $5,618,000,  Roadway Improvement Cost: $562,000,  Total Project Cost: $8,428,000 ( 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: C1300413TDOT634,  Location: .3 M E JCT MEADOW ST. (Lat: 42.171278,  Lng: -72.611525),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 4,655 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,352 (year 2031),  Design Load: HS 20,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY MCKINSTRY AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $804,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,207,000 ( 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: C1300712GDOTNBI,  Location: AT INT FRONT/SPRINGFIELD (Lat: 42.149175,  Lng: -72.607828),  Route carried "on" structure: State highway 116,  Year Built: 1931,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 32,500 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,479 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WATER DWIGHT MFG CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $443,000 ( 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: C1300812HDOTNBI,  Location: AT INT OF GRANBY RD (Lat: 42.150364,  Lng: -72.607797),  Route carried "on" structure: State highway 116,  Year Built: 1931,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 33,164 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,479 (year 2032),  Design Load: HL 93,  Features Intersected: WATER CHICOPEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $5,495,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $8,243,000 ( 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: C130118P6DOTNBI,  Location: SOUTH END OF ROUTE 33 (Lat: 42.159922,  Lng: -72.581919),  Route carried "on" structure: State highway 141,  Year Built: 2006,  Status: Open,  Structure Length: 11.74m (38.52ft),  Average Daily Traffic: 9,000 (year 2000),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,214 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: WATER CHICOPEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.100,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,341,000,  Roadway Improvement Cost: $535,000,  Total Project Cost: $8,012,000 ( 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: C1301213RDOT634,  Location: AT CHICOPEE-HOLYOKE T.L. (Lat: 42.195058,  Lng: -72.601297),  Route carried "on" structure: State highway 116,  Year Built: 1891,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 24.37m (79.95ft),  Average Daily Traffic: 17,700 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,690 (year 2032),  Design Load: H 20,  Features Intersected: COMB CONN RIV & PVRR
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 12.617,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 48.8m (160.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C130150PMMUNNBI,  Location: 300' N. JCT FRONT ST (Lat: 42.149444,  Lng: -72.603750),  Route carried "on" structure: City street ,  Year Built: 1943,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 130 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 948 (year 2032),  Design Load: HS 20,  Features Intersected: WATER DWIGHT MFG CANAL,  Facility Carried by Structure: HWY GRAPE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 22 months,  Other Special Inspection Frequency: Every 22 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $609,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $914,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C130174HUDOTNBI,  Location: MM 49.5 ON I-90 EB (Lat: 42.168964,  Lng: -72.573231),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 35,590 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,614 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: HWY SHERIDAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.499,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  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: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,045,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $3,068,000 ( 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: C130174HVDOTNBI,  Location: MM 49.5 ON I-90 WB (Lat: 42.169303,  Lng: -72.573008),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 25,732 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,390 (year 2033),  Design Load: H 20,  Features Intersected: HWY SHERIDAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.499,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  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: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,045,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $3,068,000 ( 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: C130184HWDOTNBI,  Location: MM 49.2 ON I-90 EB (Lat: 42.169319,  Lng: -72.577944),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 32,675 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,614 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST 33 MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.178,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $592,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $889,000 ( 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: C130184HXDOTNBI,  Location: MM 49.2 ON I-90 WB (Lat: 42.169703,  Lng: -72.577792),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 25,031 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,614 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST 33 MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.178,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,048,000 ( 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: C130194J1DOTNBI,  Location: MM 48.8 ON I-90 EB (Lat: 42.169439,  Lng: -72.585953),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 24,073 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2033),  Design Load: HS 20,  Features Intersected: HWY MONTGOMERY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.534,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,254,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,882,000 ( 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: C130194J2DOTNBI,  Location: MM 48.8 ON I-90 WB (Lat: 42.169814,  Lng: -72.586050),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 25,405 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2033),  Design Load: HS 20,  Features Intersected: HWY MONTGOMERY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.534,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,709,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $2,564,000 ( 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: C130204J3DOTNBI,  Location: MM 48.4 ON I90 WB (Lat: 42.168558,  Lng: -72.592694),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 60,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: HWY GRANBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.938,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable 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: March 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $470,000 ( 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: C130204J4DOTNBI,  Location: MM 48.4 ON I90 EB (Lat: 42.168067,  Lng: -72.593131),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 60,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: ST141 GRATTAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.874,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $503,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $755,000 ( 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: C130204J5DOTNBI,  Location: .6 MI W. INT 5 G7A (Lat: 42.168375,  Lng: -72.593458),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 60,000 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: ST141 GRATTAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.874,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $40,000 ( 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: C130214J6DOTNBI,  Location: MM 47.2 ON I-90 (Lat: 42.156883,  Lng: -72.611958),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 8,896 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: ST116 CHICOPEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.878,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 95.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $981,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,472,000 ( Estimate for 2022)

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Structure Number: C130224J7DOTNBI,  Location: .1 MI.W.CHICOPEE ST G5 (Lat: 42.156206,  Lng: -72.613325),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 49,478 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: RR BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.734,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $427,000 ( 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: C130234HLDOTNBI,  Location: MM 46.3 ON I-90 (Lat: 42.154008,  Lng: -72.627469),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 42.82m (140.49ft),  Average Daily Traffic: 49,500 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: WATER CONNECTICUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.511,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 64.0m (210.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 4,  Length of Maximum Span: 68.3m (224.1ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable 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: 42.90m (140.75ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $43,139,000,  Roadway Improvement Cost: $4,314,000,  Total Project Cost: $64,709,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C130244HTDOTNBI,  Location: MM 50.2 ON I-90 (Lat: 42.165583,  Lng: -72.560194),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 56,574 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,614 (year 2033),  Design Load: HS 20,  Features Intersected: WATER COOLEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.787,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 81.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $58,000 ( Estimate for 2022)

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Structure Number: C130264HPDOTNBI,  Location: MM 50.9 ON I-90 EB (Lat: 42.161992,  Lng: -72.547250),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 34,252 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,390 (year 2032),  Design Load: HS 20,  Features Intersected: I 291
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $824,000 ( 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: C130264HQDOTNBI,  Location: MM 50.8 ON I-90 WB (Lat: 42.162292,  Lng: -72.547192),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 34,252 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,614 (year 2032),  Design Load: HS 20,  Features Intersected: I 291
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $2,745,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $4,118,000 ( 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: C13027113DOTNBI,  Location: MM 5.0 ON I-291 (Lat: 42.157722,  Lng: -72.548125),  Route carried "on" structure: Interstate 291,  Year Built: 1954,  Status: Open,  Structure Length: 26.55m (87.11ft),  Average Daily Traffic: 53,700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,808 (year 2031),  Design Load: HS 20,  Features Intersected: COMB CHICPE RIV & ST141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.713,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.60m (87.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $30,928,000,  Roadway Improvement Cost: $3,093,000,  Total Project Cost: $46,393,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: C130294J8DOTNBI,  Location: MM 46.6 ON I-90 (Lat: 42.154144,  Lng: -72.621394),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 8,896 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 51,060 (year 2032),  Design Load: HS 20,  Features Intersected: HWY GRANGER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.993,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 30 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-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,400,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,101,000 ( 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: C130304HRDOTNBI,  Location: AT CHICOPEE RV G13 (Lat: 42.159397,  Lng: -72.547792),  Route carried "on" structure: Interstate 291,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 46,423 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 73,316 (year 2032),  Design Load: HS 20,  Features Intersected: HWY FULLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.913,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,187,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $3,281,000 ( 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: C130330L7MUNNBI,  Location: .5 MI E OF BURNETT RD (Lat: 42.164594,  Lng: -72.534847),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,328 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,084 (year 2032),  Design Load: H 20,  Features Intersected: WATER FULLER BROOK,  Facility Carried by Structure: HWY NEW LOMBARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: High priority of corrective action,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,247,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,871,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C130340X1DOTNBI,  Location: MM 8.5 ON I-91 (Lat: 42.135658,  Lng: -72.615358),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 39.65m (130.09ft),  Average Daily Traffic: 85,066 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 188,568 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COMB CT R/BMRR & ST116
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.840,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.4m (44.0ft), Horizontal Clearance: 54.9m (180.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 60.4m (198.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.70m (130.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $52,865,000,  Roadway Improvement Cost: $5,287,000,  Total Project Cost: $79,298,000 ( 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: C130350WGDOTNBI,  Location: MM 0.5 ON I-391 (Lat: 42.133356,  Lng: -72.609689),  Route carried "on" structure: Ramp Interstate 391,  Year Built: 1967,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 25,100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 82,439 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I 391 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,680,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $2,521,000 ( 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: C130360WHDOTNBI,  Location: MM 8.4 ON I-91 (Lat: 42.134400,  Lng: -72.609569),  Route carried "on" structure: Interstate 391,  Year Built: 1967,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 37,759 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 65,279 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I 91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: 7.00m (22.97ft),  Designated Inspection Frequency: Every 22 months,  Other Special Inspection Frequency: Every 22 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,702,000,  Roadway Improvement Cost: $471,000,  Total Project Cost: $7,054,000 ( 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: C130370X2DOTNBI,  Location: .3 M S CONN RIVER BRIDGE (Lat: 42.133300,  Lng: -72.608814),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 84,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 145,853 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY WN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.196,  Lanes on structure: 9,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.7m (143.4ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 47.4m (155.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.2 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: Superior to present desirable 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: August 2021,  Bridge Improvement Cost: $4,469,000,  Roadway Improvement Cost: $447,000,  Total Project Cost: $6,704,000 ( 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: C130380WRDOTNBI,  Location: MM 4.3 ON I-391 (Lat: 42.187022,  Lng: -72.607850),  Route carried "on" structure: Interstate 391,  Year Built: 1979,  Status: Open,  Structure Length: 25.85m (84.81ft),  Average Daily Traffic: 35,950 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,725 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ST116 CHICOPEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 25.90m (84.97ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $34,590,000,  Roadway Improvement Cost: $3,460,000,  Total Project Cost: $51,886,000 ( 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: C130390WFDOTNBI,  Location: MM 4.5 ON I-391 (Lat: 42.189903,  Lng: -72.609831),  Route carried "on" structure: Interstate 391,  Year Built: 1979,  Status: Open,  Structure Length: 28.78m (94.42ft),  Average Daily Traffic: 37,200 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,380 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WATER CONNECTICUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.046,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 62.5m (205.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 28.80m (94.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: March 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $39,595,000,  Roadway Improvement Cost: $3,960,000,  Total Project Cost: $59,393,000 ( 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: C130400WKDOTNBI,  Location: MM 1.0 ON I-391 (Lat: 42.140733,  Lng: -72.612536),  Route carried "on" structure: Interstate 391,  Year Built: 1981,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 38,017 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 59,540 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST116 CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $12,466,000,  Roadway Improvement Cost: $1,247,000,  Total Project Cost: $18,700,000 ( 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: C130410WLDOTNBI,  Location: 1.1 TO 1.5 M N SPFLD C.L. (Lat: 42.149556,  Lng: -72.613278),  Route carried "on" structure: Interstate 391,  Year Built: 1981,  Status: Open,  Structure Length: 69.04m (226.51ft),  Average Daily Traffic: 48,014 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 70,473 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COMB CHIC R/STS & RLF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 69.10m (226.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $92,014,000,  Roadway Improvement Cost: $9,202,000,  Total Project Cost: $138,022,000 ( 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: C130420WPDOTNBI,  Location: MM 1.9 ON I-391 (Lat: 42.153922,  Lng: -72.610853),  Route carried "on" structure: Interstate 391,  Year Built: 1981,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 48,622 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,749 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ST116 CHICOPEE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $13,300,000,  Roadway Improvement Cost: $1,331,000,  Total Project Cost: $19,951,000 ( 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: C130430WUDOTNBI,  Location: MM 47.3 ON I-90 (Lat: 42.157956,  Lng: -72.610267),  Route carried "on" structure: Interstate 90,  Year Built: 1978,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 48,130 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 70,472 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 391
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.056,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,316,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,975,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up