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Bridge Statistics for West Bridgewater, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Bridgewater, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 25 meters (82ft) Total costs: $14,370,000 Total average daily traffic: 296,790 Total average daily truck traffic: 29,937 Total future (year 2027) average daily traffic: 468,721 National Bridge Inventory (NBI) Registered Bridges for West Bridgewater
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: W1800146EMHDNBI, Location: 0.2 M S OF RTE 106 (Lat: 42.017258, Lng: -71.003475), Route carried "on" structure: State highway 28, Year Built: 1897, Year Reconstructed: 1947, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 28,700 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 45,326 (year 2027), Design Load: H 20, Features Intersected: WATER TOWN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.608, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: December 2006, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $593,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W1800244QMUNNBI, Location: .2 MI S OF RTE 28 (Lat: 42.015831, Lng: -71.009467), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 1.16m (3.81ft), Design Load: H 20, Features Intersected: WATER TOWN RIVER, Facility Carried by Structure: HWY ARCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 3.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $16,000, Total Project Cost: $236,000 ( Estimate for 2006) Find on map >>
Structure Number: W1800444VMUNNBI, Location: .01 M FROM RIVER ST (Lat: 42.013206, Lng: -71.015958), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,900 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 6,159 (year 2028), Features Intersected: WATER TOWN RIVER, Facility Carried by Structure: HWY FOREST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $31,000, Total Project Cost: $455,000 ( Estimate for 2006) Find on map >>
Structure Number: W1800644TMUNNBI, Location: 1.05M FROM RIVER ST (Lat: 42.001167, Lng: -71.018900), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2028), Features Intersected: WATER TOWN RIVER, Facility Carried by Structure: HWY FOREST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.8 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $14,000, Total Project Cost: $196,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W1800742MMUNNBI, Location: .1 MI FROM E BRIDGEWATER (Lat: 42.038108, Lng: -70.988519), Route carried "on" structure: City street , Year Built: 1875, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,750 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 10,660 (year 2028), Features Intersected: WATER SALISBURY PLAIN R, Facility Carried by Structure: HWY BELMONT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $28,000, Total Project Cost: $406,000 ( Estimate for 2006) Find on map >>
Structure Number: W1801144WMUNNBI, Location: .1 MI N OF BRIDGEWATER (Lat: 41.992000, Lng: -71.026403), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,100 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,896 (year 2028), Design Load: H 15, Features Intersected: WATER TOWN RIVER, Facility Carried by Structure: HWY SCOTLAND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2007, Underwater Inspection Date: September 2006, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,322,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W180123W2MHDNBI, Location: .5 MI E OF ST 138 (Lat: 42.010928, Lng: -71.058550), Route carried "on" structure: State highway 106, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 49,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 77,386 (year 2027), Design Load: H 20, Features Intersected: WATER HOCKOMOCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.600, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $29,000, Total Project Cost: $427,000 ( Estimate for 2006) Find on map >>
Structure Number: W1801342NMUNNBI, Location: .2 MI E OF EASTON (Lat: 42.039594, Lng: -71.063072), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 6,900 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 10,897 (year 2027), Design Load: H 20, Features Intersected: WATER COWESSETT BROOK, Facility Carried by Structure: HWY WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $41,000, Total Project Cost: $607,000 ( 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: W1801444UMUNNBI, Location: .2 MI W OF RTE 24 (Lat: 42.024183, Lng: -71.060594), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 9,476 (year 2027), Features Intersected: WATER COWESSETT BROOK, Facility Carried by Structure: HWY WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2006, Underwater Inspection Date: Febuary 2007, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $23,000, Total Project Cost: $334,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: W180163MWMHDNBI, Location: .1 MI N OF BRIDGEWATER TL (Lat: 41.990525, Lng: -71.029264), Route carried "on" structure: State highway 24, Year Built: 1952, Year Reconstructed: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 75,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 118,448 (year 2028), Features Intersected: WATER TOWN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.391, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 36.8m (120.7ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 46.0 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: Meets minimum limits, 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2007, Underwater Inspection Date: August 2005, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $1,938,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,908,000 ( 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: W180173W1MHDNBI, Location: .75 MI SO OF WEST ST (Lat: 42.014356, Lng: -71.044383), Route carried "on" structure: State highway 106, Year Built: 1954, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 34,700 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 54,802 (year 2029), Design Load: H 20, Features Intersected: ST 24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.794, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,407,000, Roadway Improvement Cost: $141,000, Total Project Cost: $2,111,000 ( 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: W180183MXMHDNBI, Location: 1 MI N BRIDGEWATER T L (Lat: 42.002661, Lng: -71.036969), Route carried "on" structure: State highway 24, Year Built: 1953, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 74,940 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 118,353 (year 2027), Design Load: H 20, Features Intersected: HWY S ELM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 36.9m (121.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: $988,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,483,000 ( 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: W180193WWMHDNBI, Location: .8 MI NORTH OF ST106 (Lat: 42.022725, Lng: -71.048764), Route carried "on" structure: Other road , Year Built: 1953, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,200 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 8,212 (year 2029), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 6, 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: 19.5m (64.0ft), 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: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $829,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,244,000 ( 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: W180203YRMHDNBI, Location: .2 MI EAST OF MANLEY ROAD (Lat: 42.041175, Lng: -71.054925), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,500 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 3,948 (year 2029), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY WALNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, 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: Febuary 2008, Bridge Improvement Cost: $1,365,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,048,000 ( 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: West Bridgewater, MA, Massachusetts, All US cities.
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