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Bridge Statistics for Lancaster, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lancaster, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 99 meters (325ft) Total costs: $17,955,000 Total average daily traffic: 448,236 Total average daily truck traffic: 45,254 National Bridge Inventory (NBI) Registered Bridges for Lancaster
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: L02002204MHDNBI, Location: .4 MI. W. OF ST-110 (Lat: 42.461097, Lng: -71.657131), Route carried "on" structure: State highway 117, Year Built: 1927, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 28,427 (year 2028), Design Load: H 20, Features Intersected: WATER NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.458, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2007, Underwater Inspection Date: Febuary 2007, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $58,000, Total Project Cost: $859,000 ( 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: L020031C3MUNNBI, Location: .2 MI NW OF RTE 110 (Lat: 42.447400, Lng: -71.669658), Route carried "on" structure: City street , Year Built: 1937, Year Reconstructed: 1995, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 3,300 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 5,212 (year 2028), Design Load: H 20, Features Intersected: WATER NASHUA RIVER, Facility Carried by Structure: HWY CENTR BRG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2007, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $940,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,411,000 ( 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: L02005AE0MUNNBI, Location: .2 MI. WEST OF ST. 110 (Lat: 42.438353, Lng: -71.681792), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 4,580 (year 2027), Design Load: HS 20, Features Intersected: WATER NASHUA RIVER, Facility Carried by Structure: HWY MILL ST Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,168,000 ( 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: L020061C4MUNNBI, Location: .1 MI SW OF CENTER BR RD (Lat: 42.451083, Lng: -71.674344), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1987, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 9,500 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 15,003 (year 2027), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: ST 70 MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.346, Lanes on structure: 2, Owner: Town or Township 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: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >>
Structure Number: L02007AQXMHDNBI, Location: AT CORNER OF LANGEN RD. (Lat: 42.473128, Lng: -71.682992), Route carried "on" structure: State highway 1117, Year Built: 2001, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 17,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 27,322 (year 2029), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER, Facility Carried by Structure: ST117 N MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: L020141NRMHDNBI, Location: .5MI. E. OF I-190 SPLIT (Lat: 42.521528, Lng: -71.711728), Route carried "on" structure: State highway 2, Year Built: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 46,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 72,648 (year 2029), Design Load: H 20, Features Intersected: HWY HARVARD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.190, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $742,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,114,000 ( 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: L0201520UMHDNBI, Location: 1.5 MI. WEST OF SHIRLY RD (Lat: 42.519633, Lng: -71.693178), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 16,000 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 25,269 (year 2028), Design Load: H 20, Features Intersected: ST 2, Facility Carried by Structure: ST 70 LUNENBURG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.432, Lanes on structure: 2, Lanes under structure: 4, Owner: State 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,787,000 ( 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: L0201620GMHDNBI, Location: RT 2 STATION 135+00 (Lat: 42.516317, Lng: -71.665233), Route carried "on" structure: Other road , Year Built: 1951, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 2,200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 3,474 (year 2028), Design Load: H 20, Features Intersected: ST 2, Facility Carried by Structure: HWY SHIRLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.186, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $214,000, Total Project Cost: $3,200,000 ( 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: L0201823UMHDNBI, Location: .1 MI.WEST OF HARVARD TL. (Lat: 42.520861, Lng: -71.636361), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,900 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 6,159 (year 2027), Design Load: H 20, Features Intersected: ST 2, Facility Carried by Structure: HWY JACKSON RD 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $914,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,372,000 ( 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: L020221VQMHDNBI, Location: 200 FT EA. OF LEOMNSTR TL (Lat: 42.490906, Lng: -71.724356), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 41,168 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 65,017 (year 2028), Design Load: HS 20+Mod, Features Intersected: ST117 N MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.393, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,590,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,386,000 ( 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: L020221VRMHDNBI, Location: .5 MI SOUTH OF NASHUA RIV (Lat: 42.490997, Lng: -71.724606), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 41,168 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 65,017 (year 2028), Design Load: HS 20+Mod, Features Intersected: ST117 N MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.393, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,590,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,386,000 ( 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: L020231VTMHDNBI, Location: 1.8 MI. S. OF ST. RTE. 2 (Lat: 42.495622, Lng: -71.723681), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 40,000 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 63,172 (year 2027), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.907, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L020231VUMHDNBI, Location: 1.8 MI. S. OF ST.RTE. 2 (Lat: 42.495492, Lng: -71.723464), Route carried "on" structure: Interstate 190, Year Built: 1977, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 40,000 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 63,172 (year 2027), Design Load: HS 20, Features Intersected: WATER N NASHUA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.901, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), 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: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L020241VPMHDNBI, Location: .5 MILES SOUTH OF ST-117 (Lat: 42.477008, Lng: -71.723797), Route carried "on" structure: Interstate 190, Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 41,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 64,751 (year 2027), Design Load: HS 20+Mod, Features Intersected: WATER WEKEPEKE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 70.1m (230.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 73.2m (240.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $32,000, Total Project Cost: $469,000 ( Estimate for 2006) Find on map >>
Structure Number: L020251C6MUNNBI, Location: .25 MI WEST OF RTE 110 (Lat: 42.444714, Lng: -71.672489), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,800 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,843 (year 2028), Design Load: HS 20, Features Intersected: WATER NASHUA RIVER, Facility Carried by Structure: HWY BOLTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: September 2007, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $47,000, Total Project Cost: $695,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: L0201520UMHDNBI, Location: LUNENBURG RD/ ST 2 (Lat: 42.516667, Lng: -71.683333), Route carried "under" structure: State highway 2, Year Built: 1951, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: HWY LUNENBURG RD Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: L0201520UMHDNBI, Location: LUNENBURG RD/ ST 2 (Lat: 42.516667, Lng: -71.683333), Route carried "under" structure: State highway 2, Year Built: 1951, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 WB, Facility Carried by Structure: HWY LUNENBURG RD Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: L0201620GMHDNBI, Location: RT 2 STATION 135+00 (Lat: 42.516667, Lng: -71.666667), Route carried "under" structure: State highway 2, Year Built: 1951, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: HWY SHIRLEY RD Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 22.611, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: L0201620GMHDNBI, Location: RT 2 STATION 135+00 (Lat: 42.516667, Lng: -71.666667), Route carried "under" structure: State highway 2, Year Built: 1951, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 16,000 (year 0 ), Features Intersected: ST 2 WB, Facility Carried by Structure: HWY SHIRLEY RD Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 22.611, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: L0201823UMHDNBI, Location: JACKSON RD.OVER ST.2 (Lat: 42.516667, Lng: -71.633333), Route carried "under" structure: State highway 2, Year Built: 1951, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 30,000 (year 0 ), Features Intersected: ST 2 EB, Facility Carried by Structure: HWY JACKSON RD Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: L0201823UMHDNBI, Location: JACKSON RD.OVER ST.2 (Lat: 42.516667, Lng: -71.633333), Route carried "under" structure: State highway 2, Year Built: 1951, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 30,000 (year 0 ), Features Intersected: ST 2 WB, Facility Carried by Structure: HWY JACKSON RD Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Discuss this city on our hugely popular Massachusetts forum Back to: Lancaster, MA, Massachusetts, All US cities.
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