Bridge Statistics for Everett, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: E120013GHMHD634,  Location: 30 M S OF JCT SR16&SR99 (Lat: 42.401694,  Lng: -71.060442),  Route carried "on" structure: State highway 99,  Year Built: 1954,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 31,200 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,274 (year 2027),  Design Load: HS 20,  Features Intersected: RR MBTA/BMRR/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,107,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,661,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E120024E8MDCNBI,  Location: .2 MI E OF SANTILLI CIR (Lat: 42.403333,  Lng: -71.063333),  Route carried "on" structure: Ramp City street ,  Year Built: 1954,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 26,120 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,251 (year 2028),  Design Load: H 20,  Features Intersected: RR MBTA/BMRR,  Facility Carried by Structure: ST 16 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E120033GJMHD634,  Location: 305 M NW OF JCTSR16&SR99 (Lat: 42.405097,  Lng: -71.064133),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,100 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,475 (year 2029),  Design Load: HS 20,  Features Intersected: RR MBTA/BMRR,  Facility Carried by Structure: HWY TILESTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E120044E9MDCNBI,  Location: .2 MI W OF SANTILLI CIR (Lat: 42.403767,  Lng: -71.072808),  Route carried "on" structure: State highway 16,  Year Built: 1954,  Year Reconstructed: 1973,  Status: Posted for load-capacity,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 70,000 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 110,551 (year 2028),  Design Load: H 20,  Features Intersected: WATER MALDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 24.4m (80.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 2 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 2 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: December 2006,  Underwater Inspection Date: September 2006,  Other Special Inspection Date: Febuary 2008,  Bridge Improvement Cost: $4,596,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $6,895,000 ( Estimate for 2006),  Deck Structure Type: Open Grating

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Structure Number: E120054E7MDCNBI,  Location: .2 MI E OF SANTILLI CIR (Lat: 42.401714,  Lng: -71.064289),  Route carried "on" structure: State highway 16,  Year Built: 1956,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 40,000 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 63,172 (year 2028),  Design Load: H 20,  Features Intersected: RR MBTA/BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,552,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,329,000 ( 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

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Structure Number: E120073GKMHD634,  Location: 30 M S OF JCT SR16&SR99 (Lat: 42.401642,  Lng: -71.061333),  Route carried "on" structure: State highway 99,  Year Built: 1956,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 22,300 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 35,218 (year 2027),  Design Load: H 20,  Features Intersected: RR MBTA/BMRR/CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,015,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,523,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E120084EAMDCNBI,  Location: .1 MI N OF BARTLETT ST (Lat: 42.402047,  Lng: -71.061425),  Route carried "on" structure: State highway 99,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 52,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,545 (year 2028),  Design Load: H 20,  Features Intersected: ST 16 REV BCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.120,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E120094EBMDCNBI,  Location: .1 MI W OF LEWIS ST (Lat: 42.402664,  Lng: -71.060222),  Route carried "on" structure: State highway 99,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,600 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,478 (year 2028),  Design Load: H 20,  Features Intersected: ST 16 REV BCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.120,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $287,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E120084EAMDCNBI,  Location: AT RT 16 (Lat: 42.400000,  Lng: -71.066667),  Route carried "under" structure: State highway 16,  Year Built: 1956,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 18,350 (year 0 ),  Features Intersected: ST 16 EB REV BCH PKWY,  Facility Carried by Structure: ST 99 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: E120084EAMDCNBI,  Location: AT RT 16 (Lat: 42.400000,  Lng: -71.066667),  Route carried "under" structure: State highway 16,  Year Built: 1956,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,835 (year 0 ),  Features Intersected: ST 16 WB,  Facility Carried by Structure: ST 99 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: E120094EBMDCNBI,  Location: AT RT 16 (Lat: 42.400000,  Lng: -71.066667),  Route carried "under" structure: State highway 16,  Year Built: 1956,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,350 (year 0 ),  Features Intersected: ST 16 EB REV BCH PKWY,  Facility Carried by Structure: ST 99 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.396,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: E120094EBMDCNBI,  Location: AT RT 16 (Lat: 42.400000,  Lng: -71.066667),  Route carried "under" structure: State highway 16,  Year Built: 1956,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,350 (year 0 ),  Features Intersected: ST 16 WB REV BCH PKWY,  Facility Carried by Structure: ST 99 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.396,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)