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Bridge Statistics for Norton, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Norton, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 23
Total length: 60 meters (197ft) Total costs: $26,870,000 Total average daily traffic: 319,800 Total average daily truck traffic: 45,552 Total future (year 2031) average daily traffic: 505,058 National Bridge Inventory (NBI) Registered Bridges for Norton
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: N23002ACXDOTNBI, Location: IN CHARTLEY (Lat: 41.951839, Lng: -71.224481), Route carried "on" structure: State highway 123, Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 24,000 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 37,903 (year 2032), Design Load: HS 20, Features Intersected: WATER WADING RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.806, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $17,000, Total Project Cost: $241,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230033LPMUNNBI, Location: .2 MI N OF S WORCESTER ST (Lat: 41.952217, Lng: -71.209278), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,800 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 4,422 (year 2032), Design Load: HS 20, Features Intersected: WATER BARROWSVILLE POND, Facility Carried by Structure: HWY POWER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $61,000, Total Project Cost: $913,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: N23004ACWMUNNBI, Location: 1 MI SW OF ST140 (Lat: 41.946675, Lng: -71.202839), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 4,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 6,317 (year 2031), Design Load: HS 20, Features Intersected: WATER WADING RIVER, Facility Carried by Structure: HWY BARROWS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $696,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,045,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N23006AM7MUNNBI, Location: .2 MI N OF OLD TAUNTON RD (Lat: 41.946667, Lng: -71.161111), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 1,579 (year 2032), Design Load: HS 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY CRANE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $37,000, Total Project Cost: $548,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >> Show street view
Structure Number: N230093JNMUNNBI, Location: 100 FT N OF TAUNTON LINE (Lat: 41.967128, Lng: -71.126467), Route carried "on" structure: City street , Year Built: 1943, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10,200 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 16,109 (year 2032), Design Load: H 20, Features Intersected: WATER SNAKE BROOK, Facility Carried by Structure: HWY BAY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 11, Underwater Inspection Date: April 11, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $51,000, Total Project Cost: $751,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: N230103JMMUNNBI, Location: 1 MI N OF RTE 140 (Lat: 41.986147, Lng: -71.188381), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 4,400 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 6,949 (year 2031), Design Load: H 20, Features Intersected: WATER RUMFORD RIVER, Facility Carried by Structure: HWY RESERVOIR ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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 36 months, Inspection Date: August 10, Underwater Inspection Date: January 10, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $644,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: N2301240LDOT634, Location: MP QN 6.64 (Lat: 41.938856, Lng: -71.160656), Route carried "on" structure: State highway 140, Year Built: 1966, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10,000 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 15,793 (year 2033), Design Load: H 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >> Show street view
Structure Number: N230143V0DOTNBI, Location: .8 MI NE OF ST 140 (Lat: 41.973067, Lng: -71.175428), Route carried "on" structure: State highway 123, Year Built: 1958, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 31,586 (year 2031), Design Load: H 20, Features Intersected: WATER RUMFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.454, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 10, Underwater Inspection Date: April 11, Bridge Improvement Cost: $598,000, Roadway Improvement Cost: $60,000, Total Project Cost: $898,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: N230173LNMUNNBI, Location: .4 MI E OF RTE 495 (Lat: 41.977142, Lng: -71.143908), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 3,948 (year 2032), Features Intersected: WATER CANOE RIVER, Facility Carried by Structure: HWY PLAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Channel: Fair, Culverts: Critical, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 3 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 11, Underwater Inspection Date: August 2009, Other Special Inspection Date: January 12, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $39,000, Total Project Cost: $583,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: N230213P5DOTNBI, Location: 1.6 MI NW OF TAUNTON T.L. (Lat: 41.946614, Lng: -71.177178), Route carried "on" structure: State highway 140, Year Built: 1941, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 13,300 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 21,005 (year 2031), Design Load: H 20, Features Intersected: WATER WADING RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 78.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $10,000, Total Project Cost: $142,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: N230223JKMUNNBI, Location: 2 MI NORTH OF ST123 (Lat: 41.977550, Lng: -71.245136), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,100 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 11,213 (year 2031), Features Intersected: WATER WADING RIVER, Facility Carried by Structure: HWY RICHARDSN AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 10, Underwater Inspection Date: January 12, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $11,000, Total Project Cost: $161,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: N230243LQMUNNBI, Location: .2 MI W OF RTE 123 (Lat: 41.995164, Lng: -71.160044), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,900 (year 2010), Truck Traffic: 17%, Average Future Daily Traffic: 10,897 (year 2031), Design Load: H 20, Features Intersected: WATER CANOE RIVER, Facility Carried by Structure: HWY NEWLAND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $20,000, Total Project Cost: $287,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: N230263Y2DOTNBI, Location: .5 MI SE OF MANSFLD T.L. (Lat: 41.994067, Lng: -71.184314), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 2,600 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 4,106 (year 2031), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY N WSHNGTN 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: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.50m (37.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $3,927,000, Roadway Improvement Cost: $393,000, Total Project Cost: $5,891,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: N230273Y3DOTNBI, Location: .4 M N OF JCT N.WASHINGTN (Lat: 42.324567, Lng: -71.173633), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 1,600 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 2,527 (year 2032), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY NEWCOMB 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: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $1,412,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,119,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230313V1DOTNBI, Location: AT JCT 495 (Lat: 41.981556, Lng: -71.160281), Route carried "on" structure: State highway 123, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 15,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 24,479 (year 2031), Design Load: H 20, Features Intersected: WATER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.082, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,465,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230333V2DOTNBI, Location: ST 123 AT I 495 (Lat: 41.982917, Lng: -71.160761), Route carried "on" structure: State highway 123, Year Built: 1978, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 18,000 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 28,427 (year 2032), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.243, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 11, Other Special Inspection Date: May 11, Bridge Improvement Cost: $4,333,000, Roadway Improvement Cost: $434,000, Total Project Cost: $6,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230343Y4DOTNBI, Location: .5 MI N OF S WASHINGTON S (Lat: 41.974772, Lng: -71.151778), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 3,700 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 5,843 (year 2032), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY PLAIN 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: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,408,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230353RLDOTNBI, Location: .2 MI NW OF 123 (Lat: 41.987056, Lng: -71.165653), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 47,300 (year 2010), Truck Traffic: 19%, Average Future Daily Traffic: 74,701 (year 2031), Design Load: H 20, Features Intersected: WATER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.807, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $254,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230353RMDOTNBI, Location: .2 MI NW OF 123 (Lat: 41.986931, Lng: -71.165850), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 40,600 (year 2010), Truck Traffic: 19%, Average Future Daily Traffic: 64,120 (year 2031), Design Load: H 20, Features Intersected: WATER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.807, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $50,000, Total Project Cost: $746,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230363RNDOTNBI, Location: SOUTH OF 123 OVERPASS (Lat: 41.982153, Lng: -71.160253), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 38,000 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 60,013 (year 2031), Design Load: H 20, Features Intersected: WATER LOWER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.290, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $61,000, Total Project Cost: $905,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: N230363RPDOTNBI, Location: JUST SO OF 123 OVERPASS (Lat: 41.982225, Lng: -71.159994), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 36,500 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 57,644 (year 2031), Design Load: H 20, Features Intersected: WATER LOWER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.290, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $238,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: N230373RQDOTNBI, Location: I-495 SB RAMP TO 123 (Lat: 41.985000, Lng: -71.160000), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,600 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 5,685 (year 2031), Design Load: HS 20, Features Intersected: WATER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.451, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $532,000, Roadway Improvement Cost: $54,000, Total Project Cost: $799,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: N230383RRDOTNBI, Location: I 495 NB RAMP TO 123 (Lat: 41.985000, Lng: -71.160000), Route carried "on" structure: Ramp Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 6,200 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 9,792 (year 2031), Design Load: HS 20, Features Intersected: WATER CANOE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.290, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $139,000 ( Estimate for 2012), 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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