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Bridge Statistics for Gloucester, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Gloucester, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 47 meters (154ft) Total costs: $43,020,000 Total average daily traffic: 305,680 Total average daily truck traffic: 22,342 Total future (year 2031) average daily traffic: 482,760 National Bridge Inventory (NBI) Registered Bridges for Gloucester
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: G0500230LDOTNBI, Location: AT ANISQUAM RIVER (Lat: 42.609658, Lng: -70.673939), Route carried "on" structure: State highway 127, Year Built: 1906, Year Reconstructed: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,700 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 23,216 (year 2031), Design Load: HS 20, Features Intersected: WATER BLYNMAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.946, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 11.9m (39.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.70m (12.14ft), 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 10, Critical Feature Inspection Date: November 10, Underwater Inspection Date: September 10, Other Special Inspection Date: November 11, Bridge Improvement Cost: $1,969,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,954,000 ( Estimate for 2012), Deck Structure Type: Open Grating Find on map >> Show street view
Structure Number: G0500430NDOTNBI, Location: 3.5 KM N WASHINGTON CIRCL (Lat: 42.650561, Lng: -70.673108), Route carried "on" structure: State highway 127, Year Built: 1952, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 14,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 22,900 (year 2031), Features Intersected: WATER GOOSE COVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.431, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.6 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 10, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: G0500530MDOTNBI, Location: 5.9 KM N WASHINGTON CIRCL (Lat: 42.667569, Lng: -70.667308), Route carried "on" structure: State highway 127, Year Built: 1850, Year Reconstructed: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,400 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 8,528 (year 2031), Features Intersected: WATER HODGKINS COVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 10, Other Special Inspection Date: August 11, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,322,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: G05009ATBMUNNBI, Location: JUST N OF BASS AVE (Lat: 42.618506, Lng: -70.640278), Route carried "on" structure: City street 127A, Year Built: 2007, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 31,586 (year 2032), Design Load: HS 20, Features Intersected: WATER GOOD HRBR BCH CRK, Facility Carried by Structure: ST127 A/THATCHER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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 >> Show street view
Structure Number: G050102PHMUNNBI, Location: JUST N OF LONG BEACH (Lat: 42.622500, Lng: -70.634789), Route carried "on" structure: City street 127A, Year Built: 1921, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,380 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 17,972 (year 2032), Features Intersected: WATER MARSH CREEK, Facility Carried by Structure: ST127 A/THATCHER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 11, Underwater Inspection Date: April 11, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $295,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: G05015326DOT634, Location: .5 MI N ST127 (Lat: 42.617439, Lng: -70.673219), Route carried "on" structure: State highway , Year Built: 1850, Year Reconstructed: 1983, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,100 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 4,896 (year 2031), Features Intersected: RR MBTA, Facility Carried by Structure: HWY CENTNNIAL AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $31,000, Total Project Cost: $452,000 ( Estimate for 2012), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: G05016327DOT634, Location: .1 MI S ST128 (Lat: 42.624006, Lng: -70.664936), Route carried "on" structure: State highway , Year Built: 1861, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,800 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 2,843 (year 2032), Features Intersected: RR MBTA, Facility Carried by Structure: HWY GLOUCESTR AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft) 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $427,000, Roadway Improvement Cost: $43,000, Total Project Cost: $641,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: G050172U8DOTNBI, Location: AT ANNISQUAM RIVER (Lat: 42.625217, Lng: -70.689781), Route carried "on" structure: State highway 128, Year Built: 1950, Status: Posted for load, Structure Length: 26.27m (86.19ft), Average Daily Traffic: 35,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 55,433 (year 2032), Design Load: H 20, Features Intersected: WATER ANNISQUAM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.420, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 128.0m (419.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.60m (80.71ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 11, Critical Feature Inspection Date: July 11, Other Special Inspection Date: January 12, Bridge Improvement Cost: $19,448,000, Roadway Improvement Cost: $1,945,000, Total Project Cost: $29,173,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: G0502030QDOTNBI, Location: .48 KM S ANNISQUAM RIV (Lat: 42.625469, Lng: -70.696014), Route carried "on" structure: State highway , Year Built: 1948, Year Reconstructed: 2004, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,300 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,053 (year 2031), Design Load: HS 20, Features Intersected: ST128, Facility Carried by Structure: HWY CRAFTS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: G050212U7DOTNBI, Location: .7 MI N ST133 (Lat: 42.624031, Lng: -70.710294), Route carried "on" structure: State highway 128, Year Built: 1948, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 57,000 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 90,020 (year 2032), Design Load: H 20, Features Intersected: HWY CONCORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.507, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,228,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,843,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: G050222U9DOTNBI, Location: .3 MI S WASHINGTON CIRCLE (Lat: 42.622706, Lng: -70.681928), Route carried "on" structure: State highway 128, Year Built: 1948, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 58,800 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 92,863 (year 2032), Design Load: H 20, Features Intersected: HWY MARSH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.459, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 11, Other Special Inspection Date: May 11, Bridge Improvement Cost: $1,551,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,327,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: G050232UBDOTNBI, Location: .7 MI N WASHINGTON CIRCLE (Lat: 42.624589, Lng: -70.664933), Route carried "on" structure: State highway 128, Year Built: 1950, Year Reconstructed: 1999, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 23,700 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 37,429 (year 2032), Design Load: H 20, Features Intersected: RR MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.625, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $2,000, Total Project Cost: $20,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: G050242U6DOTNBI, Location: 1.7 MI S ANNISQUAM RIVER (Lat: 42.618031, Lng: -70.721964), Route carried "on" structure: State highway 128, Year Built: 1948, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 35,400 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 55,907 (year 2031), Design Load: H 20, Features Intersected: ST133 ESSEX AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.572, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $1,359,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,039,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: G050252UADOTNBI, Location: .4 MI N WASHINGTON CIRCLE (Lat: 42.623256, Lng: -70.670161), Route carried "on" structure: State highway 128, Year Built: 1959, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 23,500 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 37,114 (year 2031), Design Load: H 20, Features Intersected: HWY MAPLEWOOD AVE 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: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $1,025,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,538,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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