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Bridge Statistics for Freetown, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Freetown, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 39 meters (128ft) Total costs: $15,494,000 Total average daily traffic: 219,900 Total average daily truck traffic: 25,368 Total future (year 2027) average daily traffic: 347,289 National Bridge Inventory (NBI) Registered Bridges for Freetown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: F090013X9MHDNBI, Location: AT JCT WASHBURN RD (Lat: 41.773903, Lng: -70.958681), Route carried "on" structure: Other road , Year Built: 1941, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 7,800 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,319 (year 2027), Features Intersected: WATER FALL BROOK, Facility Carried by Structure: HWY COUNTY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.6 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $52,000, Total Project Cost: $766,000 ( Estimate for 2006) Find on map >>
Structure Number: F090023KPMUNNBI, Location: .9 MI NE OF RTE 24 (Lat: 41.793428, Lng: -71.068383), Route carried "on" structure: City street 79, Year Built: 1886, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 23,690 (year 2027), Features Intersected: WATER ASSONET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $31,000, Total Project Cost: $457,000 ( Estimate for 2006) Find on map >>
Structure Number: F090033KQMUNNBI, Location: .1 MI EAST OF ASSONET CTR (Lat: 41.795497, Lng: -71.066242), Route carried "on" structure: City street 79, Year Built: 1822, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 23,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 36,324 (year 2027), Features Intersected: WATER ASSONET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.892, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 3 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2006, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $36,000, Total Project Cost: $532,000 ( Estimate for 2006) Find on map >>
Structure Number: F090043M6MUNNBI, Location: .01 MI N OF RTE 79 (Lat: 41.799531, Lng: -71.060028), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,896 (year 2028), Design Load: H 20, Features Intersected: WATER ASSONET RIVER, Facility Carried by Structure: HWY LOCUST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-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: 8.8m (28.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $445,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F090053M7MUNNBI, Location: 1 MI N OF RT 79 (Lat: 41.802389, Lng: -71.053100), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,579 (year 2027), Features Intersected: WATER ASSONET R (CH B&C), Facility Carried by Structure: HWY FORGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F09007418MHD634, Location: 1.6 MI SW ST 24 (Lat: 41.770361, Lng: -71.099300), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,317 (year 2027), Design Load: H 20, Features Intersected: RR CSX, Facility Carried by Structure: ST 79 S MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft) 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( 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: F090083MUMHDNBI, Location: .7 MI N OF ST 79 (Lat: 41.794164, Lng: -71.078097), Route carried "on" structure: State highway 24, Year Built: 1951, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 42,900 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 67,752 (year 2028), Design Load: H 20, Features Intersected: WATER ASSONET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2007, Underwater Inspection Date: March 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $1,239,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,859,000 ( 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: F090103VEMHDNBI, Location: 1.0 S OF BERKLEY T.L. (Lat: 41.804417, Lng: -71.076589), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,055 (year 2028), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY N MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,198,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,798,000 ( 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: F090113MTMHDNBI, Location: ST 24 AT ST 79 (ASSONET) (Lat: 41.784572, Lng: -71.080831), Route carried "on" structure: State highway 24, Year Built: 1951, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 54,486 (year 2028), Design Load: H 20, Features Intersected: ST 79 S MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.622, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $1,375,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,063,000 ( 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: F090133X2MHDNBI, Location: AT COPICUT RD (Lat: 41.778806, Lng: -71.084892), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,579 (year 2027), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY COPICUT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 6, 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: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( 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: F090173YNMHDNBI, Location: 1.2 MI S OF LAKEVIL T.L. (Lat: 41.768931, Lng: -70.962725), Route carried "on" structure: Other road , Year Built: 1957, Year Reconstructed: 1968, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 23,690 (year 2027), Design Load: H 20, Features Intersected: ST140, Facility Carried by Structure: HWY CHASE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2006, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $2,022,000, Roadway Improvement Cost: $203,000, Total Project Cost: $3,034,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F090183NNMHDNBI, Location: 1.0 MI S OF LAKEVIL T.L. (Lat: 41.772528, Lng: -70.962819), Route carried "on" structure: State highway 140, Year Built: 1957, Year Reconstructed: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 47,379 (year 2027), Design Load: H 20, Features Intersected: WATER FALL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: March 2006, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $37,000, Total Project Cost: $545,000 ( Estimate for 2006) Find on map >>
Structure Number: F090193NPMHDNBI, Location: .9 MI S OF LAKEVIL TL (Lat: 41.773478, Lng: -70.962819), Route carried "on" structure: State highway 140, Year Built: 1957, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 16,200 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 25,585 (year 2027), Design Load: H 20, Features Intersected: HWY WASHBURN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,018,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,528,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F090223NQMHDNBI, Location: .9 MI S OF LAKEVIL T L (Lat: 41.773469, Lng: -70.963075), Route carried "on" structure: State highway 140, Year Built: 1968, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 19,400 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 30,638 (year 2027), Design Load: H 20, Features Intersected: HWY WASHBURN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.420, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,369,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Massachusetts forum Back to: Freetown, MA, Massachusetts, All US cities.
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