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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: $31,362,000 Total average daily traffic: 325,990 Total average daily truck traffic: 23,525 Total future (year 2027) average daily traffic: 514,836 National Bridge Inventory (NBI) Registered Bridges for Gloucester
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: G0500230LMHDNBI, 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: 14,680 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 23,184 (year 2027), 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: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), 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 2006, Critical Feature Inspection Date: November 2006, Underwater Inspection Date: August 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,051,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: G0500430NMHDNBI, 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: 22,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 35,534 (year 2027), 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: 7.0m (23.0ft), 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 2006, Underwater Inspection Date: August 2006, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $323,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: G0500530MMHDNBI, 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: 12,200 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 19,267 (year 2027), 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, 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 2006, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,024,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 8,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 12,634 (year 2028), 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: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, 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: 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: 4,100 (year 2007), Average Future Daily Traffic: 6,475 (year 2028), 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: 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, 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 2007, Underwater Inspection Date: June 2005, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: G05015326MHD634, 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: 7,800 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 12,319 (year 2027), 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: Satisfactory, 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: Equal to present minimum criteria, 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 2006, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $24,000, Total Project Cost: $350,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: G05016327MHD634, 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: 500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 790 (year 2028), 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 corrective action, 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 2007, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $326,000 ( Estimate for 2006) Find on map >>
Structure Number: G050172U8MHDNBI, 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: 57,160 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 90,273 (year 2028), 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: Serious, 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: High priority of corrective action, 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 6 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $15,047,000, Roadway Improvement Cost: $1,505,000, Total Project Cost: $22,571,000 ( 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: G0502030QMHDNBI, Location: .3 MI S ANNISQUAM RIVER (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: 1,050 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 1,658 (year 2027), 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: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very 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 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: G050212U7MHDNBI, 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 2007), Truck Traffic: 6%, Average Future Daily Traffic: 90,020 (year 2028), 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: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 2007, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,426,000 ( 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: G050222U9MHDNBI, 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 2007), Truck Traffic: 6%, Average Future Daily Traffic: 92,863 (year 2028), 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: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,082,000 ( 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: G050232UBMHDNBI, 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 2007), Truck Traffic: 11%, Average Future Daily Traffic: 37,429 (year 2028), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: G050242U6MHDNBI, 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: 35,000 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 55,276 (year 2027), 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: Arch - Deck, 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: Good, 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 2006, Bridge Improvement Cost: $1,052,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,579,000 ( Estimate for 2006) Find on map >>
Structure Number: G050252UAMHDNBI, 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 2006), Truck Traffic: 12%, Average Future Daily Traffic: 37,114 (year 2027), 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 2006, Bridge Improvement Cost: $793,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,190,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Massachusetts forum Back to: Gloucester, MA, Massachusetts, All US cities.
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