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

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Structure Number: A05002BQVDOTNBI,  Location: RTE 147 AT WESTFIELD RIV (Lat: 42.089942,  Lng: -72.626786),  Route carried "on" structure: State highway 147,  Year Built: 2021,  Status: Open,  Structure Length: 10.41m (34.15ft),  Average Daily Traffic: 22,500 (year 2017),  Truck Traffic: 10%,  Design Load: HL 93,  Features Intersected: WATER WESTFIELD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.055,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.0m (124.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: W21008BPQDOTNBI,  Location: JCT CHARLES AVE. (Lat: 42.104306,  Lng: -72.679242),  Route carried "on" structure: US 20,  Year Built: 2014,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 30,775 (year 2016),  Truck Traffic: 3%,  Design Load: HL 93,  Features Intersected: RR CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.463,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: W2101114WDOT634,  Location: .1 M E WESTFIELD T.L. (Lat: 42.143114,  Lng: -72.684264),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Closed,  Structure Length: 0.81m (2.66ft),  Average Future Daily Traffic: 1,224 (year 2031),  Design Load: H 20,  Features Intersected: RR PVRR,  Facility Carried by Structure: HWY PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 3.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $802,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,204,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: W210234K7DOTNBI,  Location: MM 45.8 ON I-90 (Lat: 42.153639,  Lng: -72.638539),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 23,994 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,260 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 90 EXIT 45 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.545,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  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: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: June 2020,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $109,000 ( 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: W210234K8DOTNBI,  Location: MM 45.8 ON I-90 (Lat: 42.153803,  Lng: -72.638569),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 25,343 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,260 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 90 EXIT 45 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.545,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  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: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $55,000 ( 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: W210244K9DOTNBI,  Location: MM 45.0 ON I-90 (Lat: 42.153303,  Lng: -72.653689),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Temporarily open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,474 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,476 (year 2032),  Design Load: H 20,  Features Intersected: I 90,  Facility Carried by Structure: HWY BIRNIE AVE
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 72.418,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $6,458,000,  Roadway Improvement Cost: $646,000,  Total Project Cost: $9,688,000 ( 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: W2102515CDOTNBI,  Location: AT JCT US 5 & MEMORIAL AV (Lat: 42.097217,  Lng: -72.596589),  Route carried "on" structure: State highway 147,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,893 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,689 (year 2033),  Design Load: HL 93,  Features Intersected: US 5 RIVERDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: W2102515DDOTNBI,  Location: AT JCT US 5 & MEMORIAL AV (Lat: 42.097933,  Lng: -72.597503),  Route carried "on" structure: State highway 147,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 10,273 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,689 (year 2033),  Design Load: HL 93,  Features Intersected: US 5 RIVERDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: W210270U9DOTNBI,  Location: AT NORTH END BRIDGE (Lat: 42.107717,  Lng: -72.616028),  Route carried "on" structure: US 20,  Year Built: 1952,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 35,958 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,015 (year 2031),  Design Load: H 20,  Features Intersected: US 5 RIVERDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.085,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 172.5m (565.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.3 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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $13,552,000,  Roadway Improvement Cost: $1,356,000,  Total Project Cost: $20,329,000 ( Estimate for 2022)

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Structure Number: W210284KADOTNBI,  Location: MM 44.1 ON I-90 EB (Lat: 42.149228,  Lng: -72.669636),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 31,191 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,260 (year 2031),  Design Load: HS 20,  Features Intersected: HWY MORGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.970,  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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( 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: W210284KBDOTNBI,  Location: MM 44.1 ON I-90 EB (Lat: 42.149347,  Lng: -72.669736),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 31,191 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,260 (year 2031),  Design Load: HS 20,  Features Intersected: HWY MORGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.970,  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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( 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: W210294K6DOTNBI,  Location: MM 43.0 ON I-90 (Lat: 42.140250,  Lng: -72.686194),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 45,776 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,260 (year 2031),  Design Load: H 20,  Features Intersected: HWY LANE QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.232,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,326,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,990,000 ( Estimate for 2022)

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Structure Number: W210314K5DOTNBI,  Location: MM 46.1 ON I-90 (Lat: 42.153908,  Lng: -72.631550),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 47,245 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 76,451 (year 2032),  Design Load: HS 20,  Features Intersected: US 5 RIVERDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.189,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.2 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: 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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,017,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $4,526,000 ( 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: W21032159DOTNBI,  Location: JCT US 5 (Lat: 42.156564,  Lng: -72.632717),  Route carried "on" structure: Ramp Interstate 91,  Year Built: 1953,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 8,405 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 316 (year 2031),  Design Load: HS 20,  Features Intersected: US 5 RIVERDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000 ( 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: W2103613LDOTNBI,  Location: MM 10.1 ON I-91 (Lat: 42.142769,  Lng: -72.638961),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 4,397 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,791 (year 2032),  Design Load: H 20,  Features Intersected: I 91,  Facility Carried by Structure: HWY BRUSH HIL AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,073,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $6,110,000 ( 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: W2103710YDOTNBI,  Location: JCT I-90 (Lat: 42.153194,  Lng: -72.647833),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 36,681 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,107 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.541,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,165,000,  Roadway Improvement Cost: $417,000,  Total Project Cost: $6,248,000 ( 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: W21037110DOTNBI,  Location: JCT I-90 (Lat: 42.153183,  Lng: -72.648172),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 36,989 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,516 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.541,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.3m (99.4ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,165,000,  Roadway Improvement Cost: $417,000,  Total Project Cost: $6,248,000 ( 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: W21038111DOTNBI,  Location: MM 11.0 ON I-91 NB (Lat: 42.154733,  Lng: -72.648269),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 36,681 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,107 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.702,  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: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Meets minimum limits,  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: July 2020,  Bridge Improvement Cost: $1,747,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,621,000 ( 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: W21038112DOTNBI,  Location: MM 11.0 ON I-91 SB (Lat: 42.154742,  Lng: -72.648639),  Route carried "on" structure: Interstate 91,  Year Built: 1967,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 36,989 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 116,552 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.702,  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: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,747,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,621,000 ( 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: W21040158DOTNBI,  Location: 0.2 M S OF HIGHLAND AVE (Lat: 42.156556,  Lng: -72.635328),  Route carried "on" structure: Ramp Interstate 91,  Year Built: 1968,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 18,234 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,317 (year 2032),  Design Load: H 20,  Features Intersected: HWY PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.3 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: 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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,453,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $3,680,000 ( 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: W2104115ADOTNBI,  Location: 150 FEET SOUTH TOLL PLAZA (Lat: 42.155131,  Lng: -72.638692),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 5.80m (19.03ft),  Average Daily Traffic: 5,560 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,370 (year 2032),  Design Load: H 20,  Features Intersected: HWY RAMPS F/G & H,  Facility Carried by Structure: HWY PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 30.6m (100.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 59.4 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,477,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $5,216,000 ( 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: W21042157DOTNBI,  Location: AT I90 EXIT 4 RAMP (Lat: 42.157417,  Lng: -72.637397),  Route carried "on" structure: Ramp Interstate 91,  Year Built: 1968,  Status: Open,  Structure Length: 3.79m (12.43ft),  Average Daily Traffic: 12,672 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 316 (year 2032),  Design Load: H 20,  Features Intersected: HWY RAMP F TO I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: September 2021,  Bridge Improvement Cost: $3,016,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $4,525,000 ( 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: W2104510VDOTNBI,  Location: MM 8.9 ON I-91 (Lat: 42.135967,  Lng: -72.621444),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 73,585 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 122,396 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY EAST LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.435,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,797,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $4,196,000 ( 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: W2104610XDOTNBI,  Location: MM 9.4 ON I-91 (Lat: 42.136564,  Lng: -72.629983),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 73,585 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 122,396 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY WEST LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.127,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,336,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $5,005,000 ( 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: W2104710WDOTNBI,  Location: MM 9.2 ON I-91 (Lat: 42.136192,  Lng: -72.625689),  Route carried "on" structure: Interstate 91,  Year Built: 1966,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 87,448 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 116,944 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: US 5 RIVERDALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.773,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,657,000,  Roadway Improvement Cost: $566,000,  Total Project Cost: $8,486,000 ( 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: W210484K4DOTNBI,  Location: MM 43.0 ON I-90 WB (Lat: 42.140097,  Lng: -72.686933),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 31,191 (year 1997),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,260 (year 2032),  Design Load: HS 20,  Features Intersected: RR PVRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.168,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $50,000 ( 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: W210234K7DOTNBI,  Location: INTERCHANGE 4 (Lat: 42.150000,  Lng: -72.633333),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 14,407 (year 0000),  Features Intersected: I 90 EB RAMP OFF INTR 4
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 73.545,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: W210234K8DOTNBI,  Location: INTERCHANGE 4 (Lat: 42.150000,  Lng: -72.633333),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 14,631 (year 0000),  Features Intersected: I 90 EB RAMP OFF INTR 4
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 73.545,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: W210244K9DOTNBI,  Location: .5 MI WEST INT I90 & I91 (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 14,631 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: HWY BIRNIE AVE
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 72.418,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: W210244K9DOTNBI,  Location: .5 MI WESTINT I90 & I91 (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 14,631 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: HWY BIRNIE AVE
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 72.418,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: W2103710YDOTNBI,  Location: JCT I-90 (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,275 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: I 91 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 72.917,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: W2103710YDOTNBI,  Location: JCT I-90 (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,275 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: I 91 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 72.917,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: W21037110DOTNBI,  Location: JCT I-90 (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,275 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: I 91 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 72.901,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: W21037110DOTNBI,  Location: JCT I-90 (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 14,275 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: I 91 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 72.901,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: W21038111DOTNBI,  Location: JCT PROSPECT AVE. (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: PROSPECT AVE,  Facility Carried by Structure: I 91 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 73.545,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: W21038112DOTNBI,  Location: JCT PROSPECT AVE. (Lat: 42.150000,  Lng: -72.650000),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 0000),  Features Intersected: PROSPECT AVE,  Facility Carried by Structure: I 91 SB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 73.545,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)