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

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Structure Number: W4100202TMUNNBI,  Location: .2 MI W CUMMINGTON (Lat: 42.476111,  Lng: -72.987500),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 400 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 632 (year 2027),  Design Load: H 20,  Features Intersected: WATER ALDER MEADOW BROOK,  Facility Carried by Structure: HWY WORTHNGTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $511,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W4100302UMUNNBI,  Location: @ OLD 9 & WORTH RD INT (Lat: 42.478056,  Lng: -72.985278),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 400 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 632 (year 2027),  Design Load: H 20,  Features Intersected: WATER WESTFIELD BROOK,  Facility Carried by Structure: HWY WORTHNGTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $136,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: W41005092MUNNBI,  Location: E OF PERU RD S OF RT9 (Lat: 42.489167,  Lng: -73.025556),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 300 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 474 (year 2027),  Design Load: HS 20,  Features Intersected: WATER WESTFIELD BROOK,  Facility Carried by Structure: HWY E WINDSOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.444,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: W41006093MUNNBI,  Location: BTWN PTTRSN RD&CRANE RD (Lat: 42.491389,  Lng: -73.090000),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2027),  Design Load: H 15,  Features Intersected: WATER WINDSOR BROOK,  Facility Carried by Structure: HWY MAIN DALTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  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: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $236,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W41008094MUNNBI,  Location: BTWN HILL AD&RIVER RD (Lat: 42.514167,  Lng: -72.992222),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 300 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 474 (year 2027),  Design Load: H 15,  Features Intersected: WATER WESTFIELD RIVER,  Facility Carried by Structure: HWY RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $406,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W41009095MUNNBI,  Location: E OF LOWER RD NR CMMGTN (Lat: 42.523611,  Lng: -72.992222),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2027),  Design Load: H 15,  Features Intersected: WATER WINDSOR JAMBS BRK,  Facility Carried by Structure: HWY SCHOOLHSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  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: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $263,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: W41010096MUNNBI,  Location: SW OF PLAINFD BUSH IN FST (Lat: 42.526944,  Lng: -72.993333),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2027),  Design Load: H 20,  Features Intersected: WATER WINDSOR JAMBS BRK,  Facility Carried by Structure: HWY WINDSOR BUSH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $307,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: W41012097MUNNBI,  Location: 1M S OF SAVOY E OF RT8A (Lat: 42.533333,  Lng: -73.014444),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 517 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 816 (year 2027),  Design Load: H 20,  Features Intersected: WATER WESTFIELD RIVER,  Facility Carried by Structure: HWY RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $365,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W410140EDMHDNBI,  Location: O.1 MI W OF CUMNGTN TL (Lat: 42.478056,  Lng: -72.985833),  Route carried "on" structure: Other road ,  Year Built: 1922,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2027),  Design Load: H 20,  Features Intersected: WATER ALDER MEADOW BROOK,  Facility Carried by Structure: HWY OLD RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 92.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Inspection Date: November 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

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Structure Number: W410150EEMHDNBI,  Location: 2.4 MI W OF CUMNGTN (Lat: 42.492778,  Lng: -73.018889),  Route carried "on" structure: Other road ,  Year Built: 1913,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 158 (year 2027),  Features Intersected: WATER BALDWIN BROOK,  Facility Carried by Structure: HWY OLD RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.870,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 25.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $690,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,036,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W410160B8MHDNBI,  Location: 5.8 MI W OF CUMNGTN TL (Lat: 42.511389,  Lng: -73.074167),  Route carried "on" structure: State highway 9,  Year Built: 1951,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,300 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,791 (year 2027),  Design Load: H 20,  Features Intersected: WATER WINDSOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.8 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,  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,  Inspection Date: November 2006,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $79,000 ( 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: W41020098MUNNBI,  Location: S OF RT9&N OF OLD RT9 (Lat: 42.489722,  Lng: -73.000556),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 158 (year 2027),  Features Intersected: WATER WESTFIELD BROOK,  Facility Carried by Structure: HWY HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $316,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: W4102202RMUNNBI,  Location: .2 MI W CUMMINGTON (Lat: 42.473056,  Lng: -72.988889),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 632 (year 2027),  Design Load: H 20,  Features Intersected: WATER ALDER MEADOW BROOK,  Facility Carried by Structure: HWY WORTHNGTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $148,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: W41025001DEMNBI,  Location: AT WINDSOR JAMBS PARK (Lat: 42.523333,  Lng: -73.005833),  Route carried "on" structure: State lands road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 200 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 316 (year 2027),  Design Load: HS 20,  Features Intersected: WATER WESTFIELD RIVER,  Facility Carried by Structure: HWY LOWER RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $597,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $896,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete