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

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Structure Number: T02002ALAMHDNBI,  Location: US202 ELM ST/OTTER RIV (Lat: 42.614814,  Lng: -72.078117),  Route carried "on" structure: US ,  Year Built: 1999,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 10,000 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,793 (year 2027),  Design Load: HS 20,  Features Intersected: WATER OTTER RIVER,  Facility Carried by Structure: US202 ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.988,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T0200416AMUNNBI,  Location: .1 MI S OF JCT RTE 68 (Lat: 42.595850,  Lng: -72.052744),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,586 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,084 (year 2028),  Features Intersected: WATER OTTER RIVER,  Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $646,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $970,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: T0200517RMUNNBI,  Location: BTWN RT68&MAIN ST NR GDNR (Lat: 42.593453,  Lng: -72.047089),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,000 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,579 (year 2027),  Features Intersected: WATER OTTER RIVER,  Facility Carried by Structure: HWY HMLET MLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2006,  Underwater Inspection Date: Febuary 2008,  Bridge Improvement Cost: $397,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $596,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: T02009AYGMHD634,  Location: 300 FT. JCT. US 202 (Lat: 42.610369,  Lng: -72.075119),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,159 (year 2027),  Design Load: HS 20,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T020111AUMHD634,  Location: 1.M S. JCT. ST 68 (Lat: 42.580000,  Lng: -72.047000),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 1,810 (year 2003),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,859 (year 2028),  Design Load: HS 20,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY DEPOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $818,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,228,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T02014ANTMHDNBI,  Location: .7M NW OF GARDNER T.L. (Lat: 42.597625,  Lng: -72.050317),  Route carried "on" structure: State highway 68,  Year Built: 2002,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,896 (year 2028),  Design Load: HS 20,  Features Intersected: WATER BR OTTER RIVER
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 33.795,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: T02019169MUNNBI,  Location: 0.1M N OF RTE 101 (Lat: 42.563133,  Lng: -72.038569),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,800 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,001 (year 2028),  Features Intersected: WATER E TEMPLTN PND OTLT,  Facility Carried by Structure: HWY N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.028,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2007,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $289,000 ( 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: T02021AAPMHD634,  Location: 0.1 M S OF WINCHENDON RD (Lat: 42.615000,  Lng: -72.075000),  Route carried "on" structure: US 202,  Year Built: 1994,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,655 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,352 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RR BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $442,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: T0202219JMHDNBI,  Location: ST 2EB/ST 2A (Lat: 42.567989,  Lng: -72.101872),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 21,000 (year 1997),  Truck Traffic: 15%,  Average Future Daily Traffic: 33,165 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 A/PATRIOTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.468,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $775,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,163,000 ( 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: T0202219KMHDNBI,  Location: ST 2WB/ST 2A (Lat: 42.567989,  Lng: -72.101872),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 21,000 (year 1997),  Truck Traffic: 15%,  Average Future Daily Traffic: 33,165 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 A/PATRIOTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.468,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $82,000 ( 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: T0202419GMHDNBI,  Location: 2.6M E. OF PHILLIPSTON TL (Lat: 42.569553,  Lng: -72.072986),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 6,100 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,634 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY BLDWNVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $855,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,283,000 ( 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: T0202419HMHDNBI,  Location: 2.6M E. OF PHILLIPSTON TL (Lat: 42.570128,  Lng: -72.072986),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 6,100 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,634 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY BLDWNVLLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $257,000 ( 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: T0202519EMHDNBI,  Location: OTTER RIV RD/ST 2EB (Lat: 42.564342,  Lng: -72.058758),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 700 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,106 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY OTTR RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $464,000 ( 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: T0202519FMHDNBI,  Location: OTTER RIV RD/ST 2WB (Lat: 42.565028,  Lng: -72.058389),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 700 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,106 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY OTTR RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $496,000 ( 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: T0202618PMHDNBI,  Location: ST 2A/ST 2WB (Lat: 42.558006,  Lng: -72.046978),  Route carried "on" structure: Alternate State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,526 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,148 (year 2028),  Design Load: H 20,  Features Intersected: ST 2 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.097,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $152,000 ( 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: T0202618QMHDNBI,  Location: ST 2A/ST 2EB (Lat: 42.557644,  Lng: -72.047967),  Route carried "on" structure: Alternate State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,526 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,148 (year 2028),  Design Load: H 20,  Features Intersected: ST 2 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.097,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( 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: T0202719CMHDNBI,  Location: S.MAIN ST/ST 2 EB (Lat: 42.555083,  Lng: -72.036650),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,500 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,369 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $226,000 ( 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: T0202819DMHDNBI,  Location: S.MAIN ST/ST 2 WB (Lat: 42.556203,  Lng: -72.036775),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 1,500 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,369 (year 2027),  Design Load: H 20,  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $745,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,118,000 ( 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: T0202419GMHDNBI,  Location: BALDWINVILLE RD/ST 2EB (Lat: 42.566667,  Lng: -72.066667),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 4,000 (year 0 ),  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY BLDWINVIL RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: T0202419HMHDNBI,  Location: BALDWINVILLE RD/ST 2WB (Lat: 42.566667,  Lng: -72.066667),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 4,000 (year 0 ),  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY BLDWINVIL RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: T0202519EMHDNBI,  Location: OTTER RIV RD/ST 2EB (Lat: 42.566667,  Lng: -72.066667),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 4,000 (year 0 ),  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY OTTER RIV RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: T0202519FMHDNBI,  Location: OTTER RIV RD/ST 2WB (Lat: 42.566667,  Lng: -72.066667),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,000 (year 0 ),  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY OTTER RIV RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: T0202618PMHDNBI,  Location: ST 2A/ST 2WB (Lat: 42.566667,  Lng: -72.066667),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,000 (year 0 ),  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: T0202618QMHDNBI,  Location: ST 2A/ST 2EB (Lat: 42.550000,  Lng: -72.033333),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,000 (year 0 ),  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: T0202719CMHDNBI,  Location: S.MAIN ST/ST 2 EB (Lat: 42.550000,  Lng: -72.033333),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,610 (year 0 ),  Features Intersected: ST 2 EB,  Facility Carried by Structure: HWY SO MAIN ST
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 135.487,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: T0202819DMHDNBI,  Location: S.MAIN ST/ST 2 WB (Lat: 42.550000,  Lng: -72.033333),  Route carried "under" structure: State highway 2,  Year Built: 1969,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,610 (year 0 ),  Features Intersected: ST 2 WB,  Facility Carried by Structure: HWY SO MAIN ST
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 135.487,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)