 |
 |
Bridge Statistics for Fall River, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fall River, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 66 Total length: 704 meters (2,310ft) Total costs: $300,747,000 Total average daily traffic: 1,628,940 Total average daily truck traffic: 123,294 National Bridge Inventory (NBI) Registered Bridges for Fall River
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: F020013N2MHDNBI, Location: AT SOMERSET T.L. (Lat: 41.723919, Lng: -71.155911), Route carried "on" structure: US 6, Year Built: 1906, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 28.29m (92.81ft), Average Daily Traffic: 49,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 66,646 (year 2028), Features Intersected: WATER TAUNTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.024, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 8.8m (28.9ft), Horizontal Clearance: 29.9m (98.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 11.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 0.1 - 9.9% below), Length Of Structure Improvement: 24.80m (81.36ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Underwater Inspection Date: November 2005, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $15,937,000, Roadway Improvement Cost: $1,594,000, Total Project Cost: $23,906,000 ( Estimate for 2006), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: F020033JDMUNNBI, Location: BTWN I195 & QUARRY ST (Lat: 41.688667, Lng: -71.139906), Route carried "on" structure: City street , Year Built: 1895, Year Reconstructed: 1940, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 27,700 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 41,062 (year 2027), Features Intersected: WATER QUEQUECHAN RIVER, Facility Carried by Structure: HWY QUEQUECHAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,273,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,910,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F020079FCMUNNBI, Location: INTERSECTION BAY & CLUB S (Lat: 41.701667, Lng: -71.178333), Route carried "on" structure: City street , Year Built: 1912, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 1,579 (year 2028), Features Intersected: RR (ABANDONED), Facility Carried by Structure: HWY CLUB ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $646,000, Roadway Improvement Cost: $65,000, Total Project Cost: $970,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F0200840BMHD634, Location: .1 MI N OF WILLIAM ST (Lat: 41.699128, Lng: -71.170783), Route carried "on" structure: City street , Year Built: 1897, Year Reconstructed: 2003, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,700 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,685 (year 2028), Design Load: HS 20, Features Intersected: RR (ABANDONED), Facility Carried by Structure: HWY ALMOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: F0200940CMHD634, Location: AT ST 138 (Lat: 41.700322, Lng: -71.166114), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,600 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,527 (year 2028), Design Load: H 20, Features Intersected: COMB ST 138 & RR (ABAN), Facility Carried by Structure: HWY EAGLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,058,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,588,000 ( 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: F02013407MHD634, Location: AT ERNSHAWS DINER (Lat: 41.702300, Lng: -71.161881), Route carried "on" structure: City street , Year Built: 1904, Year Reconstructed: 1977, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 7,896 (year 2028), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY ANAWAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $34,000, Total Project Cost: $496,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: F0201440AMHD634, Location: UNDER BRAGA BRIDGE (Lat: 41.702931, Lng: -71.160689), Route carried "on" structure: State highway 138, Year Built: 1905, Year Reconstructed: 1985, Status: Open, Structure Length: 19.42m (63.71ft), Average Daily Traffic: 12,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 18,952 (year 2027), Design Load: HS 20+Mod, Features Intersected: COMB CSX & QUECHAN RIV Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.701, Lanes on structure: 2, 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: 10, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Very 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.50m (63.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2006, Critical Feature Inspection Date: December 2006, Bridge Improvement Cost: $2,507,000, Roadway Improvement Cost: $251,000, Total Project Cost: $3,761,000 ( 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: F0201640DMHD634, Location: AT ST 138 (Lat: 41.704067, Lng: -71.159858), Route carried "on" structure: City street , Year Built: 1904, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 12,634 (year 2028), Features Intersected: RR CSX, Facility Carried by Structure: HWY CENTRAL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, 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: 2.4m (7.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $190,000 ( Estimate for 2006) Find on map >>
Structure Number: F02018408MHD634, Location: .2 W OF N.MAIN ST (Lat: 41.721325, Lng: -71.148728), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 20,215 (year 2029), Features Intersected: RR CSX, Facility Carried by Structure: HWY BRIGHTMAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $805,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,208,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: F02019409MHD634, Location: JUST W OF N MAIN ST (Lat: 41.727081, Lng: -71.141261), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,200 (year 2006), Truck Traffic: 23%, Average Future Daily Traffic: 3,474 (year 2027), Design Load: H 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY WEAVER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2006, Critical Feature Inspection Date: April 2006, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $683,000 ( Estimate for 2006), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F0202340EMHD634, Location: .1 MI W OF N. MAIN ST (Lat: 41.742033, Lng: -71.129697), Route carried "on" structure: City street , Year Built: 1903, Year Reconstructed: 2006, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2028), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY CLARK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, 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, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, 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: F020403XDMHDNBI, Location: AT EXIT 8 (Lat: 41.754094, Lng: -71.118194), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 17,000 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 26,848 (year 2028), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, 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: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,448,000 ( 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: F0204141AMHDNBI, Location: AT ST 24 (Lat: 41.743569, Lng: -71.122283), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 23,690 (year 2027), Design Load: H 20, Features Intersected: ST 24 SB, Facility Carried by Structure: HWY HGHLND AV NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Critical, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2008, Critical Feature Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $1,149,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,724,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F020423X5MHDNBI, Location: .5 FROM HIGHLAND AVE (Lat: 41.739367, Lng: -71.120142), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 6,000 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 9,476 (year 2027), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY WILSON 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: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), 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: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $38,000, Total Project Cost: $557,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: F0204341BMHDNBI, Location: 2.4 M NO. OF I 195 (Lat: 41.713350, Lng: -71.118711), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 22,110 (year 2028), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY PRESIDENT AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 27.1m (88.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,984,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,977,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy Find on map >>
Structure Number: F020443XEMHDNBI, Location: AT ST 24 (Lat: 41.709961, Lng: -71.119289), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,900 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 6,159 (year 2028), Design Load: H 20, Features Intersected: ST 24, Facility Carried by Structure: HWY MERIDIAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,705,000, Roadway Improvement Cost: $171,000, Total Project Cost: $2,558,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F020453MEMHDNBI, Location: 1.0 MI N OF I 195 (Lat: 41.695892, Lng: -71.123239), Route carried "on" structure: State highway 24, Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 42,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 66,331 (year 2029), Design Load: H 20, Features Intersected: HWY BEDFORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,021,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F020503VDMHDNBI, Location: ST 79 AT ST 24 (Lat: 41.745703, Lng: -71.122378), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 21,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 33,165 (year 2028), Design Load: H 20, Features Intersected: ST 24 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,272,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,909,000 ( 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: F020513VCMHDNBI, Location: .6 MI S OF ST 24 (Lat: 41.740303, Lng: -71.126022), Route carried "on" structure: State highway 79, Year Built: 1962, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 30,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 47,379 (year 2028), Design Load: H 20, Features Intersected: HWY WILSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, 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: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.5m (90.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $10,000, Total Project Cost: $142,000 ( 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: F020523XFMHDNBI, Location: 1.4 MI S OF ST 24 (Lat: 41.731914, Lng: -71.135458), Route carried "on" structure: Other road , Year Built: 1958, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 4,800 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 7,581 (year 2029), Design Load: H 20, Features Intersected: ST 79, Facility Carried by Structure: HWY HERMAN 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: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F020533VBMHDNBI, Location: 1.7 MI S OF ST 24 (Lat: 41.729450, Lng: -71.138575), Route carried "on" structure: State highway 79, Year Built: 1958, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 16,400 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 25,901 (year 2027), Design Load: H 20, Features Intersected: ST 79, Facility Carried by Structure: HWY N MAIN 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $719,000 ( 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: F020543V9MHDNBI, Location: 1.3 MI S OF JCT 24 & 79 (Lat: 41.729139, Lng: -71.139731), Route carried "on" structure: State highway 79, Year Built: 1974, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 40,100 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 63,330 (year 2029), Design Load: HS 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 29.4m (96.5ft) 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $41,000, Total Project Cost: $602,000 ( 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: F020553VAMHDNBI, Location: 1.3 MI. SO. OF JCT. 24&79 (Lat: 41.727983, Lng: -71.140442), Route carried "on" structure: State highway 79, Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 7,896 (year 2027), Design Load: HS 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000 ( 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: F020563T9MHDNBI, Location: AT I 195 (Lat: 41.702050, Lng: -71.157481), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 17.25m (56.59ft), Average Daily Traffic: 8,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 12,634 (year 2027), Design Load: H 20, Features Intersected: COMB I 195 & RAMPS, Facility Carried by Structure: HWY MILLIKEN BLV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Fair, Superstructure: Good, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.30m (56.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,817,000, Roadway Improvement Cost: $282,000, Total Project Cost: $4,226,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F020583TKMHDNBI, Location: FALL RIVER/SOMERSET LINE (Lat: 41.703725, Lng: -71.160986), Route carried "on" structure: Interstate 195, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 176.17m (577.99ft), Average Daily Traffic: 75,400 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 140,558 (year 2028), Design Load: HS 20+Mod, Features Intersected: COMB ST79 & TAUNTON RIV Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 17.702, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 31 degrees, Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 23, Length of Maximum Span: 256.0m (839.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 176.20m (578.08ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Underwater Inspection Date: August 2005, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $97,186,000, Roadway Improvement Cost: $9,719,000, Total Project Cost: $145,780,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: F020593TAMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.701867, Lng: -71.161503), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 4,440 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 7,012 (year 2028), Design Load: HS 20, Features Intersected: COMB POCSSET ST&RPS C&D, Facility Carried by Structure: HWY RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.70m (84.32ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $3,808,000, Roadway Improvement Cost: $381,000, Total Project Cost: $5,713,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TBMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.702422, Lng: -71.158303), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 33.60m (110.24ft), Average Daily Traffic: 67,200 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 106,129 (year 2028), Design Load: HS 20, Features Intersected: COMB I 195 & CITY STS, Facility Carried by Structure: HWY RAMP C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.70m (110.56ft), 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: $5,414,000, Roadway Improvement Cost: $542,000, Total Project Cost: $8,122,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TCMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.705000, Lng: -71.158331), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 12,240 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 19,331 (year 2028), Design Load: HS 20, Features Intersected: ST138, Facility Carried by Structure: HWY RAMP D Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $765,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,148,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TDMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.701475, Lng: -71.159081), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 20,280 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 32,028 (year 2028), Design Load: HS 20, Features Intersected: HWY POCASSET ST, Facility Carried by Structure: HWY RAMP E 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: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), 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: $353,000, Roadway Improvement Cost: $36,000, Total Project Cost: $530,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TEMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.703256, Lng: -71.160467), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 3,240 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,117 (year 2028), Design Load: HS 20, Features Intersected: COMB ST 138 & CSX, Facility Carried by Structure: HWY RAMP F Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, 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: 11.50m (37.73ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $2,053,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,080,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TFMHDNBI, Location: I 195 WB TO 79 NB (Lat: 41.701667, Lng: -71.160000), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 12,840 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 20,278 (year 2028), Design Load: HS 20, Features Intersected: COMB ST 138 & CSX, Facility Carried by Structure: HWY RAMP G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $1,533,000, Roadway Improvement Cost: $154,000, Total Project Cost: $2,300,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TGMHDNBI, Location: CENTRAL ST TO 195 W.B. (Lat: 41.703081, Lng: -71.158394), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 5,760 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 9,097 (year 2028), Design Load: HS 20, Features Intersected: HWY RMP F & G APPRCH, Facility Carried by Structure: HWY RAMP L 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: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,126,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593THMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.705000, Lng: -71.158331), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 3,480 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,496 (year 2028), Design Load: HS 20, Features Intersected: HWY DAVOL ST, Facility Carried by Structure: HWY RAMP R 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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: 5.80m (19.03ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $901,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,352,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020593TJMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.701667, Lng: -71.161664), Route carried "on" structure: Ramp Interstate 195, Year Built: 1965, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,680 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 12,129 (year 2028), Design Load: HS 20, Features Intersected: HWY RAMPS C & D, Facility Carried by Structure: HWY RAMP Y Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $910,000 ( 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: F020593TRMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.701667, Lng: -71.160000), Route carried "on" structure: State highway 79, Year Built: 1965, Status: Open, Structure Length: 89.31m (293.01ft), Average Daily Traffic: 18,560 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 29,312 (year 2028), Design Load: HS 20, Features Intersected: ST 79 SB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 33, Length of Maximum Span: 62.2m (204.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 89.40m (293.31ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $16,597,000, Roadway Improvement Cost: $1,660,000, Total Project Cost: $24,896,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: F020593TTMHDNBI, Location: AT E END OF BRAGA BR (Lat: 41.701667, Lng: -71.160000), Route carried "on" structure: State highway 79, Year Built: 1965, Status: Open, Structure Length: 67.67m (222.01ft), Average Daily Traffic: 22,920 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 36,198 (year 2028), Design Load: HS 20+Mod, Features Intersected: ST138 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 25, Length of Maximum Span: 62.2m (204.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 67.70m (222.11ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $10,272,000, Roadway Improvement Cost: $1,028,000, Total Project Cost: $15,409,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F020633V5MHDNBI, Location: AT I 195 (Lat: 41.701344, Lng: -71.155708), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 16,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 25,269 (year 2027), Design Load: HS 20, Features Intersected: I 195, Facility Carried by Structure: HWY S MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 55.8m (183.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,404,000, Roadway Improvement Cost: $141,000, Total Project Cost: $2,107,000 ( 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: F020643XHMHDNBI, Location: AT CITY HALL (Lat: 41.700731, Lng: -71.154458), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 11,100 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 17,530 (year 2027), Design Load: HS 20, Features Intersected: I 195, Facility Carried by Structure: HWY THIRD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 7.3m (24.0ft), Right: 6.2m (20.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $33,000, Total Project Cost: $487,000 ( 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: F020653XJMHDNBI, Location: AT JCT PLEASANT STREET (Lat: 41.700111, Lng: -71.153819), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 47,700 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 75,333 (year 2027), Design Load: HS 20, Features Intersected: I 195, Facility Carried by Structure: HWY FOURTH ST Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.160, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,446,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,170,000 ( 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: Fall River, MA, Massachusetts, All US cities.
|
 |
