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

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Structure Number: S140011L0MHDNBI,  Location: 100 F.T. E. OF LAKE AVE. (Lat: 42.274294,  Lng: -71.755153),  Route carried "on" structure: State highway 9,  Year Built: 1916,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 24.23m (79.49ft),  Average Daily Traffic: 45,200 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 71,384 (year 2027),  Design Load: H 20,  Features Intersected: WATER LAKE QUINSIGAMOND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.723,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.30m (79.72ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2006,  Underwater Inspection Date: September 2005,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $8,329,000,  Roadway Improvement Cost: $833,000,  Total Project Cost: $12,494,000 ( 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: S140071M0MHDNBI,  Location: ST 9/ST 140 (Lat: 42.276594,  Lng: -71.711081),  Route carried "on" structure: State highway 9,  Year Built: 1932,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 34,800 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 54,960 (year 2027),  Design Load: H 20,  Features Intersected: ST140 GRAFTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.634,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $525,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $788,000 ( 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: S14008AGMMHDNBI,  Location: 1.5 MI. E. OF ST-122 (Lat: 42.246944,  Lng: -71.729722),  Route carried "on" structure: US 20,  Year Built: 2001,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 40,000 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 63,172 (year 2028),  Design Load: HS 20,  Features Intersected: WATER FLINT POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.647,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S14009B74MUNNBI,  Location: .1 MI SOUTH OF U.S. - 20 (Lat: 42.280000,  Lng: -71.766111),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 790 (year 2028),  Design Load: HS 20,  Features Intersected: WATER PRATTS POND INLET,  Facility Carried by Structure: HWY CENTECH BLVD
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.250,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: S140121D7MUNNBI,  Location: .2 MI NTH.OF I-290 (Lat: 42.297786,  Lng: -71.754786),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 21,580 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,081 (year 2027),  Design Load: HS 20,  Features Intersected: WATER LAKE QUINSIGAMOND,  Facility Carried by Structure: HWY W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 70.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: May 2006,  Underwater Inspection Date: March 2008,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $86,000 ( Estimate for 2006)

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Structure Number: S140151YGMHDNBI,  Location: 1 MI.STH.OF ST.9 (Lat: 42.249992,  Lng: -71.712675),  Route carried "on" structure: State highway 140,  Year Built: 1966,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,793 (year 2028),  Design Load: H 20,  Features Intersected: US 20 HARTFORD TNPK
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 114.086,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,342,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,014,000 ( 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: S140171RGMHDNBI,  Location: M M 11.902 ON I-290 EB (Lat: 42.311614,  Lng: -71.731178),  Route carried "on" structure: Interstate 290,  Year Built: 1967,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 42,000 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 66,331 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HWY GULF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.154,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: S140171RHMHDNBI,  Location: M M 11.902 ON I-290 WB (Lat: 42.311800,  Lng: -71.731333),  Route carried "on" structure: Interstate 290,  Year Built: 1967,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 42,000 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 66,331 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HWY GULF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.154,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $794,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,192,000 ( 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: S140181YHMHDNBI,  Location: 1.8 MI. N. OF MAIN ST. (Lat: 42.321358,  Lng: -71.719417),  Route carried "on" structure: State highway 140,  Year Built: 1967,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 19,100 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,165 (year 2027),  Design Load: H 20,  Features Intersected: I 290
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.130,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $3,875,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $5,813,000 ( 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: S140211RAMHDNBI,  Location: .1MI.WST.OF W.MAIN ST. (Lat: 42.293550,  Lng: -71.757678),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 42,000 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 66,331 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: COMB LK QUINSIG&LK AV N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.864,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 104.2m (341.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 25.80m (84.65ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2006,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $7,876,000,  Roadway Improvement Cost: $788,000,  Total Project Cost: $11,815,000 ( 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: S140211RBMHDNBI,  Location: .1 MI.OF W.MAIN ST. (Lat: 42.293742,  Lng: -71.757703),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 42,000 (year 2002),  Truck Traffic: 15%,  Average Future Daily Traffic: 66,331 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: COMB LK QUINSIG&LK AV N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.864,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 104.2m (341.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.80m (84.65ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2006,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $7,876,000,  Roadway Improvement Cost: $788,000,  Total Project Cost: $11,815,000 ( 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: S140221RCMHDNBI,  Location: 1.5 MI.NTH.OF ST.9 (Lat: 42.294122,  Lng: -71.754514),  Route carried "on" structure: Interstate 290,  Year Built: 1968,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 85,000 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 134,240 (year 2028),  Design Load: H 20,  Features Intersected: HWY N QUINSIGAMOND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $577,000 ( 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: S140221RDMHDNBI,  Location: 1.5 MI.NTH.OF ST.9 (Lat: 42.294317,  Lng: -71.754539),  Route carried "on" structure: Interstate 290,  Year Built: 1968,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 85,000 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 134,240 (year 2028),  Design Load: H 20,  Features Intersected: HWY N QUINSIGAMOND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $577,000 ( 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: S140231REMHDNBI,  Location: 0.4 MI E OF WORC TL (Lat: 42.294689,  Lng: -71.751589),  Route carried "on" structure: Interstate 290,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 35,000 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 108,972 (year 2027),  Design Load: H 20,  Features Intersected: HWY W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $1,440,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $2,161,000 ( 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: S140231RFMHDNBI,  Location: .4 MI. EAST OF WORC T.L. (Lat: 42.294867,  Lng: -71.751689),  Route carried "on" structure: Interstate 290,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 35,000 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 108,972 (year 2027),  Design Load: H 20,  Features Intersected: HWY W MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.544,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $659,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $989,000 ( 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: S14025AEXMUNNBI,  Location: .5 MI EAST OF ST-140 (Lat: 42.321944,  Lng: -71.697500),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 260 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 411 (year 2029),  Features Intersected: WATER RAWSON HILL BROOK,  Facility Carried by Structure: HWY BOWDOIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $311,000 ( Estimate for 2006)

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Structure Number: S140181YHMHDNBI,  Location: ST 140/I 290 (Lat: 42.316667,  Lng: -71.716667),  Route carried "under" structure: Interstate 290,  Year Built: 1967,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 27,000 (year 0 ),  Features Intersected: I 290 WB,  Facility Carried by Structure: ST140
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: S140181YHMHDNBI,  Location: ST 140/I 290 (Lat: 42.316667,  Lng: -71.716667),  Route carried "under" structure: Interstate 290,  Year Built: 1967,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 27,000 (year 0 ),  Features Intersected: I 290 EB,  Facility Carried by Structure: ST140
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)