Bridge Statistics for Ashland, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 108ft / 33.1mTotal length
- $26,375,000Total costs
- 135,882Total average daily traffic
- 4,760Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ashland
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 11900-1909
- 21920-1929
- 31950-1959
- 31990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11910-1919
- 01920-1929
- 11930-1939
- 01940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 40.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- 10.0%Serious
- Bridge Condition - Superstructure
- 18.2%Very good
- 18.2%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Serious
- Bridge Condition - Substructure
- 9.1%Very good
- 36.4%Good
- 18.2%Satisfactory
- 36.4%Fair
- Bridge Condition - Channel
- 85.7%Satisfactory
- 14.3%Fair
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Structure Number: A1400128ADOTNBI, Location: 2.5 MI W OF 126 & 135 (Lat: 42.259772, Lng: -71.451956), Route carried "on" structure: State highway 135, Year Built: 1900, Year Reconstructed: 1955, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 17,357 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 36,008 (year 2032), Design Load: H 20, Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $1,664,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,497,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A1400128ADOTNBI, Location: 2.5 MI W OF 126 & 135 (Lat: 42.259772, Lng: -71.451956), Route carried "on" structure: State highway 135, Year Built: 1900, Year Reconstructed: 1955, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 17,357 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 36,008 (year 2032), Design Load: H 20, Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2021, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $1,664,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,497,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A14002B7VDOTNBI, Location: 200 FT E. OF CHESTNUT ST (Lat: 42.258472, Lng: -71.455478), Route carried "on" structure: City street 135, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,485 (year 2018), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.737, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 84.2 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: 74.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,931,000 ( 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
Structure Number: A14002B7VDOTNBI, Location: 200 FT E. OF CHESTNUT ST (Lat: 42.258472, Lng: -71.455478), Route carried "on" structure: City street 135, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,485 (year 2018), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: WATER SUDBURY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.737, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 84.2 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: 74.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,931,000 ( 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: A14003241MUNNBI, Location: .1 MI. N. OF ST-135 (Lat: 42.260211, Lng: -71.456214), Route carried "on" structure: City street , Year Built: 1880, Year Reconstructed: 1930, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 7,430 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 11,734 (year 2032), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A14003241MUNNBI, Location: .1 MI. N. OF ST-135 (Lat: 42.260211, Lng: -71.456214), Route carried "on" structure: City street , Year Built: 1880, Year Reconstructed: 1930, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 7,430 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 11,734 (year 2032), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A1400425HMUNNBI, Location: .2 MI NORTH OF FRONT ST (Lat: 42.262142, Lng: -71.463356), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,030 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,627 (year 2032), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY CONCORD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $56,000, Total Project Cost: $832,000 ( Estimate for 2022)
Structure Number: A1400425HMUNNBI, Location: .2 MI NORTH OF FRONT ST (Lat: 42.262142, Lng: -71.463356), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,030 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 1,627 (year 2032), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY CONCORD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $56,000, Total Project Cost: $832,000 ( Estimate for 2022)
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Structure Number: A14005242MUNNBI, Location: .5 MI N OF ST-135 (Lat: 42.263864, Lng: -71.467019), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 18,952 (year 2032), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY MYRTLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $494,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A14005242MUNNBI, Location: .5 MI N OF ST-135 (Lat: 42.263864, Lng: -71.467019), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 18,952 (year 2032), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY MYRTLE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2021, Underwater Inspection Date: March 2019, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $494,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A14006243MUNNBI, Location: 1.3 MI NE OF HOPKINTON (Lat: 42.262333, Lng: -71.480378), Route carried "on" structure: City street , Year Built: 1870, Year Reconstructed: 1921, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 20,531 (year 2031), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY CORDAVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,163,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,745,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A14006243MUNNBI, Location: 1.3 MI NE OF HOPKINTON (Lat: 42.262333, Lng: -71.480378), Route carried "on" structure: City street , Year Built: 1870, Year Reconstructed: 1921, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 20,531 (year 2031), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY CORDAVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,163,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,745,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A1400825KMUNNBI, Location: 1MI. N OF HOPKINTON TL. (Lat: 42.265711, Lng: -71.496997), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: HS 20, Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY HOWE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,402,000 ( 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
Structure Number: A1400825KMUNNBI, Location: 1MI. N OF HOPKINTON TL. (Lat: 42.265711, Lng: -71.496997), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: HS 20, Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY HOWE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $934,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,402,000 ( 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: A14011AE1DOT634, Location: .1 MI. N. OF ST-135 (Lat: 42.260819, Lng: -71.453175), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 5,330 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 8,418 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY FOUNTAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,756,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,635,000 ( 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
Structure Number: A14011AE1DOT634, Location: .1 MI. N. OF ST-135 (Lat: 42.260819, Lng: -71.453175), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 5,330 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 8,418 (year 2032), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY FOUNTAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,756,000, Roadway Improvement Cost: $176,000, Total Project Cost: $2,635,000 ( 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: A1401329CDOT634, Location: .1 MI S OF CORDAVILLE RD (Lat: 42.265014, Lng: -71.498075), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 600 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 948 (year 2031), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY HOWE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,869,000, Roadway Improvement Cost: $287,000, Total Project Cost: $4,304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A1401329CDOT634, Location: .1 MI S OF CORDAVILLE RD (Lat: 42.265014, Lng: -71.498075), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 600 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 948 (year 2031), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY HOWE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,869,000, Roadway Improvement Cost: $287,000, Total Project Cost: $4,304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A140204NYDOTNBI, Location: AT I-90 MM 110.2 (Lat: 42.285317, Lng: -71.498158), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 4,738 (year 2032), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.345, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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: $2,640,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,961,000 ( 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
Structure Number: A140204NYDOTNBI, Location: AT I-90 MM 110.2 (Lat: 42.285317, Lng: -71.498158), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 4,738 (year 2032), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.345, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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: $2,640,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,961,000 ( 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: A14022AGPDOT634, Location: 1 MI W MAIN & PLEASANT (Lat: 42.261644, Lng: -71.484089), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 8.36m (27.43ft), Average Daily Traffic: 1,750 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,764 (year 2033), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $3,881,000, Roadway Improvement Cost: $389,000, Total Project Cost: $5,822,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A14022AGPDOT634, Location: 1 MI W MAIN & PLEASANT (Lat: 42.261644, Lng: -71.484089), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 8.36m (27.43ft), Average Daily Traffic: 1,750 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 2,764 (year 2033), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 82.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $3,881,000, Roadway Improvement Cost: $389,000, Total Project Cost: $5,822,000 ( 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: A140204NYDOTNBI, Location: .7MI.SO.RTE9 (Lat: 42.283333, Lng: -71.216667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 29,800 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 177.345, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: A140204NYDOTNBI, Location: .7MI.SO.RTE9 (Lat: 42.283333, Lng: -71.216667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 29,800 (year 0000), Features Intersected: I 90 EB, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 177.345, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: A140204NYDOTNBI, Location: .7MI.SO.RTE9 (Lat: 42.283333, Lng: -71.216667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 29,800 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 177.345, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: A140204NYDOTNBI, Location: .7MI.SO.RTE9 (Lat: 42.283333, Lng: -71.216667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 29,800 (year 0000), Features Intersected: I 90 WB, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 177.345, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)