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Bridge Statistics for Fitchburg, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fitchburg, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 41
Total length: 109 meters (358ft) Total costs: $54,457,000 Total average daily traffic: 519,830 Total average daily truck traffic: 49,127 Total future (year 2029) average daily traffic: 820,970 National Bridge Inventory (NBI) Registered Bridges for Fitchburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: F0400120PDOTNBI, Location: .1MI. SO. OF ST-2A (Lat: 42.562767, Lng: -71.846778), Route carried "on" structure: Alternate State highway 31, Year Built: 1929, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,800 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 9,160 (year 2030), Design Load: H 20, Features Intersected: WATER WHITMANS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $625,000 ( Estimate for 2010), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F040021P7DOTNBI, Location: 50 FEET WEST OF ST-31 (Lat: 42.549450, Lng: -71.848517), Route carried "on" structure: State highway 2, Year Built: 1947, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 45,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 71,068 (year 2030), Design Load: H 20, Features Intersected: WATER WYMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.306, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2009, Other Special Inspection Date: September 2009, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,493,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040031KUDOTNBI, Location: .1 MI WEST OF STATE 12 (Lat: 42.574217, Lng: -71.837731), Route carried "on" structure: State highway 31, Year Built: 1947, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 23,690 (year 2031), Design Load: H 20, Features Intersected: WATER PHILLIPS BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 10, Underwater Inspection Date: July 2008, Bridge Improvement Cost: $932,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,399,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040041EHMUNNBI, Location: AT JCT OF RTE 2A (Lat: 42.575000, Lng: -71.834942), Route carried "on" structure: City street , Year Built: 1908, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,300 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 11,529 (year 2030), Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY DEPOT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $43,000, Total Project Cost: $638,000 ( Estimate for 2010) Find on map >>
Structure Number: F040051ENMUNNBI, Location: AT JCT OF RTE 31 (Lat: 42.580639, Lng: -71.822567), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1986, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,500 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 5,528 (year 2030), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY OAK HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.878, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $1,154,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,732,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040061EJMUNNBI, Location: AT ROTARY OF 12 AND 2A (Lat: 42.581639, Lng: -71.818611), Route carried "on" structure: City street , Year Built: 1906, Year Reconstructed: 1989, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,300 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 16,267 (year 2029), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY DANIELS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,783,000 ( Estimate for 2010), 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 >>
Structure Number: F0400720LDOTNBI, Location: 200 FT. EAST OF ROTARY (Lat: 42.583075, Lng: -71.818547), Route carried "on" structure: Alternate State highway 2A, Year Built: 1930, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 12,700 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 20,057 (year 2029), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: ST 2 A/ST12/KIMBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2008, Other Special Inspection Date: April 2009, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,835,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040081KTDOTNBI, Location: 100 FT EA OF WALLACE ST (Lat: 42.583675, Lng: -71.818919), Route carried "on" structure: State highway 31, Year Built: 1947, Status: Temporarily open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 23,690 (year 2029), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.476, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2008, Other Special Inspection Date: Febuary 10, Bridge Improvement Cost: $3,196,000, Roadway Improvement Cost: $320,000, Total Project Cost: $4,795,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040091JRMUNNBI, Location: .1MI. N. OF ST-31RIVER ST (Lat: 42.586319, Lng: -71.816528), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 650 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,027 (year 2031), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY SHELDON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,031,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040101KRDOTNBI, Location: EAST OF BROAD STREET (Lat: 42.586953, Lng: -71.809611), Route carried "on" structure: State highway 31, Year Built: 1900, Year Reconstructed: 1952, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 23,690 (year 2029), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.339, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2008, Other Special Inspection Date: August 2009, Bridge Improvement Cost: $1,181,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,772,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040111JTMUNNBI, Location: 0.1 MI. S. OF RT. 31 (Lat: 42.585700, Lng: -71.806389), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 800 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2029), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY CIRCLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2008, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,219,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F0401220MDOTNBI, Location: .2 MI. S. OF MAIN ST. (Lat: 42.584328, Lng: -71.806389), Route carried "on" structure: State highway 31, Year Built: 1909, Year Reconstructed: 1997, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 3,100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 4,896 (year 2030), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2009, Critical Feature Inspection Date: August 2009, Bridge Improvement Cost: $1,977,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,966,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: F0401220NDOTNBI, Location: .2 MI. SOUTH OF MAIN ST (Lat: 42.584261, Lng: -71.806667), Route carried "on" structure: State highway 31, Year Built: 1997, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 11,500 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 18,162 (year 2029), Design Load: H 20, Features Intersected: HWY BROAD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008, Bridge Improvement Cost: $916,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,375,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040141EKMUNNBI, Location: AT BOULDER ST & PUTNAM ST (Lat: 42.582222, Lng: -71.798889), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 14,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 22,110 (year 2029), Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY PUTNAM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2008, Other Special Inspection Date: September 2009, Bridge Improvement Cost: $1,040,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,561,000 ( Estimate for 2010) Find on map >>
Structure Number: F040151JUMUNNBI, Location: 0.1 MI. E. OF PUTNAM ST. (Lat: 42.581217, Lng: -71.797944), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 130 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2030), Design Load: H 20, Features Intersected: WATER NASHUA RIVER, Facility Carried by Structure: HWY COMMRCIAL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2009, Underwater Inspection Date: March 2009, Bridge Improvement Cost: $1,049,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,574,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F0401623MDOT634, Location: AT JCT. OF ST-12 SOUTH (Lat: 42.580700, Lng: -71.797272), Route carried "on" structure: Alternate State highway 2A, Year Built: 1899, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 20,030 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 31,633 (year 2030), Features Intersected: COMB BMRR & NASHUA RIV, Facility Carried by Structure: ST 2 A/LAUREL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,619,000 ( Estimate for 2010) Find on map >>
Structure Number: F0401723NDOT634, Location: 1 MILE EAST OF ST. 31 (Lat: 42.581406, Lng: -71.796292), Route carried "on" structure: Alternate State highway 2A, Year Built: 1900, Year Reconstructed: 1953, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 16,500 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 26,058 (year 2030), Design Load: H 20, Features Intersected: COMB BOULDER DR & BMRR, Facility Carried by Structure: ST 2 A/WATER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.466, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 30.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Bridge Improvement Cost: $3,705,000, Roadway Improvement Cost: $371,000, Total Project Cost: $5,558,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040181KLDOTNBI, Location: AT CORNER OF WALNUT ST. (Lat: 42.578717, Lng: -71.794131), Route carried "on" structure: State highway 12, Year Built: 1937, Year Reconstructed: 1961, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 18,952 (year 2029), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.727, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Bridge Improvement Cost: $1,431,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,147,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F04019ANLDOT634, Location: 5TH ST/N NASH RIV-B&M RR (Lat: 42.575381, Lng: -71.789314), Route carried "on" structure: State highway , Year Built: 2002, Status: Open, Structure Length: 20.03m (65.72ft), Average Daily Traffic: 4,030 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 6,365 (year 2029), Design Load: HS 20, Features Intersected: COMB BMRR & N NASHUA R, Facility Carried by Structure: HWY FIFTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 108.8m (357.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: March 2008, 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 >>
Structure Number: F040201EMMUNNBI, Location: .2MI.NTH.OF ST.12 (Lat: 42.567964, Lng: -71.779425), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 12,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 18,952 (year 2031), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY BEMIS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, 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: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $980,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,471,000 ( Estimate for 2010), 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 >>
Structure Number: F040211ELMUNNBI, Location: .1 M NW OF AIRPORT (Lat: 42.562892, Lng: -71.762186), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,200 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 27,164 (year 2030), Design Load: HS 20, Features Intersected: WATER BAKER BROOK, Facility Carried by Structure: HWY CRAWFORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: City or Municipal 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum 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: April 2009, Bridge Improvement Cost: $711,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,067,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040221JVMUNNBI, Location: 200 FT NTH OF SCOTT ST (Lat: 42.609100, Lng: -71.809642), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,600 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 4,106 (year 2030), Design Load: H 20, Features Intersected: WATER FALLULAH BROOK, Facility Carried by Structure: HWY RINDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: March 2009, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $54,000, Total Project Cost: $805,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040231YBDOTNBI, Location: 500 FT N J. FITCH HWY (Lat: 42.604431, Lng: -71.801358), Route carried "on" structure: State highway 31, Year Built: 1904, Year Reconstructed: 1934, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 14,900 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 23,532 (year 2030), Design Load: H 20, Features Intersected: WATER FALLULAH BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.396, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2009, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $37,000, Total Project Cost: $554,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F040241JWMUNNBI, Location: 0.1 MI. E. OF RT. 31 (Lat: 42.602333, Lng: -71.799508), Route carried "on" structure: City street , Year Built: 1909, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 440 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 695 (year 2030), Features Intersected: WATER FALLULAH BROOK, Facility Carried by Structure: HWY FISHER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $907,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,361,000 ( Estimate for 2010) Find on map >>
Structure Number: F040251JXMUNNBI, Location: 0.1M N OF JOHN FITCH HWY (Lat: 42.597597, Lng: -71.787011), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,800 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,843 (year 2030), Design Load: H 20, Features Intersected: WATER FALLULAH BROOK, Facility Carried by Structure: HWY PEARL HL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Channel: Fair, Culverts: Good, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $33,000, Total Project Cost: $490,000 ( Estimate for 2010) Find on map >>
Structure Number: F040261EPMUNNBI, Location: .3 MI N OF RTE 2A (Lat: 42.589550, Lng: -71.781750), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,159 (year 2031), Design Load: HS 20, Features Intersected: WATER BAKER BROOK, Facility Carried by Structure: HWY TOWNSEND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $41,000, Total Project Cost: $602,000 ( Estimate for 2010), 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 >>
Structure Number: F0402723PDOT634, Location: ST31 NB RLLSTN ST/B&M RR (Lat: 42.583775, Lng: -71.807792), Route carried "on" structure: State highway 31, Year Built: 1977, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 11,400 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 18,004 (year 2029), Design Load: HS 20, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2008, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $39,000, Total Project Cost: $577,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040331EQMUNNBI, Location: .25 MI. EAST OF BENSON RD (Lat: 42.563064, Lng: -71.769539), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1962, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 19%, Average Future Daily Traffic: 17,372 (year 2029), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Bridge Improvement Cost: $1,395,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,093,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040341JYMUNNBI, Location: .1MI STH.OF ST.12 (Lat: 42.579444, Lng: -71.842778), Route carried "on" structure: City street , Year Built: 1931, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 474 (year 2029), Features Intersected: WATER PHILLIPS BROOK, Facility Carried by Structure: HWY SANBORN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $523,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F0403923QDOT634, Location: .2 MILES SOUTH OF MAIN ST (Lat: 42.581117, Lng: -71.800417), Route carried "on" structure: City street , Year Built: 1899, Year Reconstructed: 1988, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 8,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 12,634 (year 2031), Design Load: HS 20, Features Intersected: RR BMRR, Facility Carried by Structure: HWY PUTNAM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,265,000 ( Estimate for 2010), 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 >>
Structure Number: F040411P8DOTNBI, Location: .2 MILES EAST OF ST. 31 (Lat: 42.548697, Lng: -71.843553), Route carried "on" structure: State highway 2, Year Built: 1947, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 46,800 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 73,911 (year 2030), Design Load: H 20, Features Intersected: WATER SAWMILL POND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.562, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2009, Underwater Inspection Date: April 2008, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,493,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040428V8MUNNBI, Location: 0.8 KM N OF RTE 2 (Lat: 42.553056, Lng: -71.841389), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 2,450 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 3,869 (year 2030), Design Load: HS 20, Features Intersected: WATER FLAG BROOK, Facility Carried by Structure: HWY 5TH MASS TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 94.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2009, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: F040451KQDOTNBI, Location: 100FT.EST.OF J.FITCH HWY. (Lat: 42.585525, Lng: -71.777944), Route carried "on" structure: Alternate State highway 2A, Year Built: 1954, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 55,276 (year 2030), Design Load: H 20, Features Intersected: WATER BAKER BROOK, Facility Carried by Structure: ST 2 A/LNENBRG ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.201, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $55,000, Total Project Cost: $815,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F040481P5DOTNBI, Location: JUST WEST OF SOUTH STREET (Lat: 42.552150, Lng: -71.795417), Route carried "on" structure: State highway 2, Year Built: 1937, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 46,100 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 72,806 (year 2029), Design Load: H 20, Features Intersected: WATER MONOOSNOC BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.091, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $689,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040491P6DOTNBI, Location: .6 MI. WEST OF SOUTH ST. (Lat: 42.552222, Lng: -71.795000), Route carried "on" structure: State highway 2, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 45,000 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 71,068 (year 2030), Features Intersected: WATER MONOOSNOC BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.946, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2009, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $16,000, Total Project Cost: $230,000 ( Estimate for 2010) Find on map >>
Structure Number: F040531K0MUNNBI, Location: 2.1 MI. S. OF ASHBY LINE (Lat: 42.612222, Lng: -71.827222), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 316 (year 2030), Features Intersected: WATER SCOTT RESRVR OTLT, Facility Carried by Structure: HWY ASHBY W RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: City or Municipal 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, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 3 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2009, Other Special Inspection Date: January 10, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $65,000, Total Project Cost: $974,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F040581ERMUNNBI, Location: .65 MI SE OF RTE 31 (Lat: 42.601328, Lng: -71.799483), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 14,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 22,584 (year 2030), Design Load: H 20, Features Intersected: WATER FALLULAH BROOK, Facility Carried by Structure: HWY J FITCH HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $11,000, Total Project Cost: $151,000 ( Estimate for 2010) Find on map >>
Structure Number: F040591ETMUNNBI, Location: .1 MI SE RTE 31 (Lat: 42.597475, Lng: -71.789175), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 14,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 22,584 (year 2030), Design Load: H 20, Features Intersected: WATER FALLULAH BROOK, Facility Carried by Structure: HWY J FITCH HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $139,000 ( Estimate for 2010) Find on map >>
Structure Number: F040711KVDOTNBI, Location: .8 MI. E OF WSTMNSTR TL (Lat: 42.549300, Lng: -71.847622), Route carried "on" structure: State highway 31, Year Built: 1984, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,000 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 14,214 (year 2030), Design Load: HS 20, Features Intersected: ST 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.774, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $2,435,000, Roadway Improvement Cost: $244,000, Total Project Cost: $3,653,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F040731P9DOTNBI, Location: 1000 FT WEST OF STATE 31 (Lat: 42.550556, Lng: -71.850278), Route carried "on" structure: Ramp State highway 2, Year Built: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,700 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 2,685 (year 2029), Design Load: HS 20, Features Intersected: WATER WYMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 45.7m (149.9ft) 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $383,000 ( Estimate for 2010) Find on map >>
Structure Number: F040741KWDOTNBI, Location: 50 FT.SOUTH OF ST-2 (Lat: 42.548956, Lng: -71.847867), Route carried "on" structure: State highway 31, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 17,372 (year 2029), Design Load: HS 20, Features Intersected: WATER WYMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.706, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008
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