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Bridge Statistics for Leominster, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Leominster, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 44 Total length: 157 meters (515ft) Total costs: $29,877,000 Total average daily traffic: 726,380 Total average daily truck traffic: 75,128 National Bridge Inventory (NBI) Registered Bridges for Leominster
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: L080011C9MUNNBI, Location: .25 MI NW OF RTE 13 (Lat: 42.542286, Lng: -71.746317), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 23,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 36,956 (year 2028), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY HAMILTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $836,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,255,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080021LMMHDNBI, Location: 500 FT E OF ST.2 (Lat: 42.539442, Lng: -71.742689), Route carried "on" structure: State highway 13, Year Built: 1872, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 27,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 42,641 (year 2028), Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $695,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,043,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L080031CAMUNNBI, Location: 500 FEET WEST OF I-190 (Lat: 42.519508, Lng: -71.727953), Route carried "on" structure: City street , Year Built: 1937, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 8,165 (year 2028), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY MECHANIC ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $2,331,000, Roadway Improvement Cost: $234,000, Total Project Cost: $3,497,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080041CBMUNNBI, Location: .1 M EAST OF ST. 12 (Lat: 42.526033, Lng: -71.758803), Route carried "on" structure: City street , Year Built: 1873, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 13,390 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 21,147 (year 2028), Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY MECHANIC ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000 ( Estimate for 2006) Find on map >>
Structure Number: L080051KDMHDNBI, Location: AT CORNER OF MANNING AVE (Lat: 42.525050, Lng: -71.759992), Route carried "on" structure: State highway 12, Year Built: 1900, Year Reconstructed: 1927, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 22,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 34,745 (year 2028), Features Intersected: WATER MONOOSNOC BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $7,000, Total Project Cost: $94,000 ( Estimate for 2006) Find on map >>
Structure Number: L080061GBMUNNBI, Location: .1 MI. W. OF RT. 12 (Lat: 42.523658, Lng: -71.760483), Route carried "on" structure: City street , Year Built: 1904, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 7,107 (year 2027), Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY ADAMS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 56.7 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $35,000, Total Project Cost: $512,000 ( Estimate for 2006) Find on map >>
Structure Number: L08007AQ3MUNNBI, Location: .25 MI SW OF RTE 12 (Lat: 42.522842, Lng: -71.762794), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 6,600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 10,423 (year 2027), Design Load: HS 20, Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY PLEASANT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: L080081GCMUNNBI, Location: 1.9MI W OF RT.190 (Lat: 42.524861, Lng: -71.765128), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,600 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,527 (year 2028), Design Load: HS 20, Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY COTTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: L080091CEMUNNBI, Location: 200 FT EAST OF ELM STREET (Lat: 42.526492, Lng: -71.766783), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1936, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,300 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 3,632 (year 2028), Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY POND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L080101CGMUNNBI, Location: 0.3 MI W. OF WEST ST. (Lat: 42.528008, Lng: -71.775297), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 5,200 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 8,212 (year 2028), Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY EXCHANGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 67.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $139,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080111CFMUNNBI, Location: 1 MILE SOUTH OF ST 2 (Lat: 42.534811, Lng: -71.776478), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,632 (year 2027), Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY GRANITE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2006) Find on map >>
Structure Number: L080121GDMUNNBI, Location: @ INTERS. OF FAIRFIELD RD (Lat: 42.541944, Lng: -71.780278), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,300 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,053 (year 2027), Design Load: H 20, Features Intersected: WATER MONOOSNOC RIVER, Facility Carried by Structure: HWY WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L080131GEMUNNBI, Location: .4 MI. S. OF RT. 2 (Lat: 42.544956, Lng: -71.781564), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,632 (year 2027), Features Intersected: WATER MONOOSNOC RIVER, Facility Carried by Structure: HWY LINDELL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $30,000, Total Project Cost: $436,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L080141CCMUNNBI, Location: .4MI. N. OF MECHANIC ST. (Lat: 42.530142, Lng: -71.753039), Route carried "on" structure: City street , Year Built: 1913, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,317 (year 2028), Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY WHITNEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 19.4 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2007, Other Special Inspection Date: December 2007, Bridge Improvement Cost: $1,103,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,655,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080151CHMUNNBI, Location: .25MI. EAST OF ST-12 (Lat: 42.527992, Lng: -71.755506), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 9,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 15,003 (year 2027), Design Load: HS 20, Features Intersected: WATER MONOOSNOC BROOK, Facility Carried by Structure: HWY WATER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $22,000, Total Project Cost: $329,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L08019227MHD634, Location: .1 MI. N. OF ST-2 (Lat: 42.522269, Lng: -71.713925), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 8,300 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 13,108 (year 2027), Design Load: HS 20, Features Intersected: RR MBTA/BMRR, Facility Carried by Structure: HWY HARVARD ST Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $24,000, Total Project Cost: $349,000 ( Estimate for 2006), 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: L080241KEMHDNBI, Location: NORTH MAIN ST/ ST 2 (Lat: 42.546308, Lng: -71.761578), Route carried "on" structure: State highway 12, Year Built: 1949, Status: Temporarily open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 61,593 (year 2027), Design Load: H 20, Features Intersected: ST 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.076, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2006, Other Special Inspection Date: April 2007, Bridge Improvement Cost: $2,058,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,088,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L0802620VMHDNBI, Location: 1.2 MI. WEST OF ST-12 (Lat: 42.551225, Lng: -71.783156), Route carried "on" structure: City street , Year Built: 1947, Year Reconstructed: 2004, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 46,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 72,648 (year 2027), Design Load: HS 20, Features Intersected: ST 2, Facility Carried by Structure: HWY MERRIAM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: L0802820WMHDNBI, Location: .5 MILES WEST OF ST-13 (Lat: 42.542989, Lng: -71.752894), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 20,150 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 31,823 (year 2028), Design Load: H 20, Features Intersected: ST 2, Facility Carried by Structure: HWY HAMILTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,179,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,769,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080301LLMHDNBI, Location: 0.5 MI EAST OF ST 12 (Lat: 42.537361, Lng: -71.744233), Route carried "on" structure: State highway 13, Year Built: 1949, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 39,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 61,593 (year 2028), Design Load: H 20, Features Intersected: ST 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,271,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080311NXMHDNBI, Location: .2 MI SOUTH OF ST 13 BRDG (Lat: 42.533889, Lng: -71.739444), Route carried "on" structure: State highway 2, Year Built: 1953, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 55,000 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 86,862 (year 2027), Design Load: H 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.206, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $2,245,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,368,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080381VVMHDNBI, Location: .6 MI. SOUTH OF STATE 2 (Lat: 42.507769, Lng: -71.721814), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 720 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,137 (year 2027), Design Load: HS 20, Features Intersected: I 190, Facility Carried by Structure: HWY J APPLSD LN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $36,000, Total Project Cost: $529,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080391VWMHDNBI, Location: .2MI SOUTH OF ST.2 (Lat: 42.519789, Lng: -71.725900), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 18,500 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 29,217 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY OLD MECHANIC ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.724, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $64,000, Total Project Cost: $958,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080391VXMHDNBI, Location: .2M.SOUTH OF ST.2 (Lat: 42.519817, Lng: -71.725631), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 18,500 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 29,217 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY OLD MECHANIC ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.724, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $12,000, Total Project Cost: $178,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080401W2MHDNBI, Location: .25 MI. W. OF LANCSTR PIT (Lat: 42.520000, Lng: -71.723056), Route carried "on" structure: Ramp Interstate 190, Year Built: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 8,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 12,634 (year 2027), Design Load: HS 20, Features Intersected: HWY MECHANIC ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080411W4MHDNBI, Location: .2 MI. WEST OF I-190 (Lat: 42.520131, Lng: -71.728167), Route carried "on" structure: Ramp State highway , Year Built: 1977, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 17,372 (year 2027), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY LEOMSTR CONN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 22.2m (72.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080421VYMHDNBI, Location: .1 MI. NO. OF MECHANIC ST (Lat: 42.522500, Lng: -71.726389), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 26,058 (year 2027), Design Load: HS 20, Features Intersected: HWY LEOMINSTER CONN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.234, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.7 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $927,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,391,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080421W0MHDNBI, Location: .5 MI. SOUTH OF STATE 13 (Lat: 42.522500, Lng: -71.727222), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 16,500 (year 2006), Truck Traffic: 62%, Average Future Daily Traffic: 26,058 (year 2027), Design Load: HS 20, Features Intersected: HWY LEOMINSTER CONN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.234, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,565,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080431W3MHDNBI, Location: .5 MILES SOUTH OF RTE 13 (Lat: 42.521667, Lng: -71.723333), Route carried "on" structure: Ramp Interstate 190, Year Built: 1977, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 10,265 (year 2028), Design Load: HS 20, Features Intersected: I 190 RAMP F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Better than present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $11,000, Total Project Cost: $154,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: L080441NTMHDNBI, Location: .1MI.EST.OF I-190 (Lat: 42.522372, Lng: -71.720850), Route carried "on" structure: State highway 2, Year Built: 1975, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 20,000 (year 2008), Truck Traffic: 20%, Average Future Daily Traffic: 31,586 (year 2027), Design Load: HS 20+Mod, Features Intersected: I 190 SB ON RAMP J Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.698, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $9,000, Total Project Cost: $127,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080441NUMHDNBI, Location: .1 MI. EST.OF I-190 (Lat: 42.522372, Lng: -71.720850), Route carried "on" structure: State highway 2, Year Built: 1975, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 20,000 (year 2008), Truck Traffic: 20%, Average Future Daily Traffic: 31,586 (year 2027), Design Load: HS 20+Mod, Features Intersected: I 190 SB ON RAMP J Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.698, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $11,000, Total Project Cost: $155,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080451W1MHDNBI, Location: .2 M N. MECHANIC (Lat: 42.526436, Lng: -71.731350), Route carried "on" structure: Interstate 190, Year Built: 1975, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 15,793 (year 2028), Design Load: HS 20, Features Intersected: ST 2 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.255, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,266,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,900,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080461W5MHDNBI, Location: .1 MI W. OF I-190 N. END (Lat: 42.522417, Lng: -71.732222), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 23,690 (year 2027), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: HWY NASHUA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.8 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: 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: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $37,000, Total Project Cost: $541,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080471NVMHDNBI, Location: .5 MI.NTH.OF MECHANIC ST. (Lat: 42.529381, Lng: -71.734794), Route carried "on" structure: State highway 2, Year Built: 1975, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 50,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 78,965 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY NASHUA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.861, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $326,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080471NWMHDNBI, Location: .5 MILES S.E. OF ST 13 (Lat: 42.529381, Lng: -71.734794), Route carried "on" structure: State highway 2, Year Built: 1975, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 50,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 78,965 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY NASHUA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.861, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $326,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L080241KEMHDNBI, Location: NORTH MAIN ST/ ST 2 (Lat: 42.550000, Lng: -71.766667), Route carried "under" structure: State highway 2, Year Built: 1949, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 EB Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: L080241KEMHDNBI, Location: NORTH MAIN ST/ ST 2 (Lat: 42.550000, Lng: -71.766667), Route carried "under" structure: State highway 2, Year Built: 1949, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 WB Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: L0802620VMHDNBI, Location: MERRIAM AVE/ ST 2 (Lat: 42.550000, Lng: -71.783333), Route carried "under" structure: State highway 2, Year Built: 1947, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,510 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: HWY MERRIAM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: L0802620VMHDNBI, Location: MERRIAM AVE/ ST 2 (Lat: 42.550000, Lng: -71.783333), Route carried "under" structure: State highway 2, Year Built: 1947, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 WB, Facility Carried by Structure: HWY MERRIAM AVE Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: L0802820WMHDNBI, Location: HAMILTON ST/ ST 2 (Lat: 42.550000, Lng: -71.750000), Route carried "under" structure: State highway 2, Year Built: 1949, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: HWY HAMILTON ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: L0802820WMHDNBI, Location: HAMILTON ST/ ST 2 (Lat: 42.550000, Lng: -71.750000), Route carried "under" structure: State highway 2, Year Built: 1949, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 WB, Facility Carried by Structure: HWY HAMILTON ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: L080301LLMHDNBI, Location: ST 13 MAIN ST/ ST 2 (Lat: 42.533333, Lng: -71.750000), Route carried "under" structure: State highway 2, Year Built: 1953, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: ST 13 MAIN ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: L080301LLMHDNBI, Location: ST 13 MAIN ST/ ST 2 (Lat: 42.533333, Lng: -71.750000), Route carried "under" structure: State highway 2, Year Built: 1953, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 13,810 (year 0 ), Features Intersected: ST 2 WB, Facility Carried by Structure: ST 13 MAIN ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: L080451W1MHDNBI, Location: I-190 NB/ST 2 EB (Lat: 42.516667, Lng: -71.733333), Route carried "under" structure: State highway 2, Year Built: 1975, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 8,000 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: I 190 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Discuss this city on our hugely popular Massachusetts forum Back to: Leominster, MA, Massachusetts, All US cities.
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