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

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Structure Number: H23003AXFMUNNBI,  Location: .3 MI N OF ST-85 (Lat: 42.264725,  Lng: -71.536306),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 1,950 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,080 (year 2032),  Design Load: HS 20,  Features Intersected: WATER SUDBURY RIVER,  Facility Carried by Structure: HWY CEDAR ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 75.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,447,000 ( 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: H23004B5GMUNNBI,  Location: 1000FT S.OF SOUTHVILLE RD (Lat: 42.266339,  Lng: -71.522439),  Route carried "on" structure: State highway 85,  Year Built: 2014,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 12,300 (year 2018),  Design Load: HL 93,  Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 13.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.8 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: 38.9 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: H2300622WDOT634,  Location: .7 MI EAST OF I - 495 (Lat: 42.267667,  Lng: -71.552664),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1976,  Status: Posted for load,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,238 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,159 (year 2031),  Design Load: H 20,  Features Intersected: COMB MBTA/CSX & SUDBURY,  Facility Carried by Structure: HWY FRUIT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.025,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $6,554,000,  Roadway Improvement Cost: $656,000,  Total Project Cost: $9,832,000 ( 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: H230081UPDOTNBI,  Location: 2.2 MI N OF ST-135 (Lat: 42.266661,  Lng: -71.564553),  Route carried "on" structure: Interstate 495,  Year Built: 1965,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 48,553 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 126,344 (year 2031),  Design Load: H 20,  Features Intersected: I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.404,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 9 months,  Other Special Inspection Frequency: Every 9 months,  Inspection Date: July 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $4,589,000,  Roadway Improvement Cost: $459,000,  Total Project Cost: $6,884,000 ( 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: H230081UVDOTNBI,  Location: MM 106.4 (Lat: 42.266903,  Lng: -71.564106),  Route carried "on" structure: Interstate 495,  Year Built: 1965,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 39,688 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 126,344 (year 2031),  Design Load: H 20,  Features Intersected: I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.404,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2020,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $8,082,000,  Roadway Improvement Cost: $809,000,  Total Project Cost: $12,124,000 ( 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: H2300921BDOTNBI,  Location: .2 MI. S.OF I-90 (Lat: 42.261131,  Lng: -71.562811),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 4,238 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,133 (year 2031),  Design Load: H 20,  Features Intersected: I 495,  Facility Carried by Structure: HWY FRUIT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 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: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,432,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $5,149,000 ( 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: H2301220QDOTNBI,  Location: 1.5 MI. S. OF RTE. 9 (Lat: 42.262819,  Lng: -71.563206),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 25,581 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 55,276 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.374,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,391,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,087,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H230134NVDOTNBI,  Location: .2MI.W. I495 (Lat: 42.264531,  Lng: -71.569522),  Route carried "on" structure: Interstate 90,  Year Built: 1968,  Status: Open,  Structure Length: 8.39m (27.53ft),  Average Daily Traffic: 36,400 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,793 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: I 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.069,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  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: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $5,247,000,  Roadway Improvement Cost: $525,000,  Total Project Cost: $7,871,000 ( 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: H230144NUDOTNBI,  Location: .1 MI EAST OF I-495 (Lat: 42.267378,  Lng: -71.562903),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 102,416 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 148,748 (year 2031),  Design Load: HS 20,  Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 171.551,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 27 months,  Inspection Date: September 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $1,545,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,318,000 ( Estimate for 2022)

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Structure Number: W240201U6DOTNBI,  Location: 1.5 MI. N. OF I-90 (Lat: 42.288744,  Lng: -71.567597),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 52,351 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 67,910 (year 2031),  Design Load: HS 20,  Features Intersected: ST 9 TURNPIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.850,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,970,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $5,956,000 ( 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: W240211U5DOTNBI,  Location: 1 MI.NTH.OF I-90 (Lat: 42.288769,  Lng: -71.566264),  Route carried "on" structure: Interstate 495,  Year Built: 1962,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 49,074 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 67,910 (year 2031),  Design Load: H 20,  Features Intersected: ST 9 TURNPIKE RD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 95.850,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,896,000,  Roadway Improvement Cost: $390,000,  Total Project Cost: $5,845,000 ( 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: W240221U1DOTNBI,  Location: 1.4 MI SO. OF ST 9 (Lat: 42.268881,  Lng: -71.564450),  Route carried "on" structure: Interstate 495,  Year Built: 1968,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 39,688 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,806 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.500,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $2,956,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $4,435,000 ( 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: W240221U2DOTNBI,  Location: 600 FT N OF HOPKINTON TL (Lat: 42.268878,  Lng: -71.564939),  Route carried "on" structure: Interstate 495,  Year Built: 1968,  Status: Temporarily open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 34,892 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 75,806 (year 2032),  Design Load: H 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.500,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $5,742,000,  Roadway Improvement Cost: $575,000,  Total Project Cost: $8,614,000 ( 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: W240231U3DOTNBI,  Location: 1.7 MI SE OF ST-9 (Lat: 42.276083,  Lng: -71.565572),  Route carried "on" structure: Interstate 495,  Year Built: 1966,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 51,610 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,965 (year 2032),  Design Load: HS 20,  Features Intersected: HWY FLANDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.385,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,060,000 ( 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: W240231U4DOTNBI,  Location: 1.7 MI SE OF ST-9 (Lat: 42.276008,  Lng: -71.566244),  Route carried "on" structure: Interstate 495,  Year Built: 1966,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 59,658 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,965 (year 2032),  Design Load: HS 20,  Features Intersected: HWY FLANDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.385,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $997,000 ( 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: W240241U0DOTNBI,  Location: 0.2 MI N OF I-90 (Lat: 42.267844,  Lng: -71.564231),  Route carried "on" structure: Interstate 495,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 69,784 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,331 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.492,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2019

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Structure Number: W240274NFDOTNBI,  Location: .3 MI E OF I-495 (Lat: 42.268653,  Lng: -71.559758),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 35,483 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 148,748 (year 2032),  Design Load: HS 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.873,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,001,000,  Roadway Improvement Cost: $501,000,  Total Project Cost: $7,502,000 ( 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: W240274NGDOTNBI,  Location: .3MI.EAST I495 L4 (Lat: 42.268661,  Lng: -71.560181),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 50,219 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 148,748 (year 2032),  Design Load: HS 20,  Features Intersected: RR MBTA/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.873,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,449,000,  Roadway Improvement Cost: $545,000,  Total Project Cost: $8,174,000 ( 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: W240324NDDOTNBI,  Location: I-90 MM 107.2 (Lat: 42.271019,  Lng: -71.552903),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 35,799 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 108,000 (year 2032),  Design Load: HL 93,  Features Intersected: HWY FLANDERS RD
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 172.517,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: W240324NEDOTNBI,  Location: I-90 MM 107.2 (Lat: 42.271175,  Lng: -71.553047),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 34,828 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 74,374 (year 2032),  Design Load: HL 93,  Features Intersected: HWY FLANDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.517,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H230081UPDOTNBI,  Location: I-495 SB/ I-90 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 90,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: I 495 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 171.390,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: H230081UPDOTNBI,  Location: I-495 SB/ I-90 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 90,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: I 495 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 171.294,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: H230081UVDOTNBI,  Location: I-495 NB/ I-90 (Lat: 42.266667,  Lng: -71.550000),  Route carried "under" structure: Interstate 90,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 90 EB,  Facility Carried by Structure: I 495 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 171.407,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: H230081UVDOTNBI,  Location: I-495 NB/ I-90 (Lat: 42.266667,  Lng: -71.550000),  Route carried "under" structure: Interstate 90,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 90 WB,  Facility Carried by Structure: I 495 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 171.310,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: H2300921BDOTNBI,  Location: FRUIT ST/ I-495 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 495,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: HWY FRUIT ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: H2300921BDOTNBI,  Location: FRUIT ST/ I-495 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 495,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: HWY FRUIT ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: H2301220QDOTNBI,  Location: I-90 RAMP ON CL/ I-495 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 495,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 495 SB,  Facility Carried by Structure: I 90 RAMPS
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: H2301220QDOTNBI,  Location: I-90 RAMP ON CL/ I-495 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 495,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 0000),  Features Intersected: I 495 NB,  Facility Carried by Structure: I 90 RAMPS
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: H230134NVDOTNBI,  Location: .2MI.W.RTE495 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 16,576 (year 0000),  Features Intersected: I 90 EB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 171.069,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: H230134NVDOTNBI,  Location: .2MI.W.RTE495 (Lat: 42.266667,  Lng: -71.566667),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 16,576 (year 0000),  Features Intersected: I 90 WB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 171.069,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: W240201U6DOTNBI,  Location: I 495 SB/ST 9 (Lat: 42.283333,  Lng: -71.566667),  Route carried "under" structure: State highway 9,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: ST 9 WB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: W240201U6DOTNBI,  Location: I 495 SB/ST 9 (Lat: 42.283333,  Lng: -71.566667),  Route carried "under" structure: State highway 9,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: ST 9 EB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: W240211U5DOTNBI,  Location: STATION 80+00 (Lat: 42.283333,  Lng: -71.566667),  Route carried "under" structure: State highway 9,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: ST 9 EB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: W240211U5DOTNBI,  Location: STATION 80+00 (Lat: 42.283333,  Lng: -71.566667),  Route carried "under" structure: State highway 9,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: ST 9 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)