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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 26 meters (85ft)
Total costs: $9,856,000
Total average daily traffic: 86,580
Total average daily truck traffic: 5,774
Total future (year 2031) average daily traffic: 136,737
National Bridge Inventory (NBI) Registered Bridges for Amherst
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New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 2
  • 1930-1939: 0
  • 1940-1949: 1
  • 1950-1959: 4
  • 1960-1969: 2
  • 1970-1979: 3
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: A08003135MUNNBI,  Location: AT EAST HADLEY ROAD (Lat: 42.354883,  Lng: -72.521425),  Route carried "on" structure: State highway 116,  Year Built: 1965,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 11,000 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,372 (year 2031),  Design Load: H 20,  Features Intersected: WATER FORT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.289,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $85,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: A080040L4MUNNBI,  Location: 1.6 MI W PELHAM (Lat: 42.357778,  Lng: -72.504444),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,800 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,422 (year 2031),  Design Load: H 20,  Features Intersected: WATER FORT RIVER,  Facility Carried by Structure: HWY S EAST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.118,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080050URDOTNBI,  Location: 300' W JCT OLD FARM RD. (Lat: 42.363878,  Lng: -72.490444),  Route carried "on" structure: State highway 9,  Year Built: 1979,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 10,200 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,109 (year 2031),  Design Load: H 20,  Features Intersected: WATER FORT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.190,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $877,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,316,000 ( Estimate for 2012),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: A080060KYMUNNBI,  Location: 0.9 MI W PELHAM TL (Lat: 42.376511,  Lng: -72.495108),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,700 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,423 (year 2032),  Features Intersected: WATER FORT RIVER,  Facility Carried by Structure: HWY PELHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 11,  Underwater Inspection Date: March 12,  Other Special Inspection Date: March 12,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $404,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080070L1MUNNBI,  Location: S. JCT. STATE ST. (Lat: 42.417675,  Lng: -72.508525),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 1,940 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,064 (year 2032),  Design Load: H 20,  Features Intersected: WATER CUSHMAN BROOK,  Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Town or Township 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: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $1,419,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,129,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080080PAMUNNBI,  Location: 0.5M E OF RT63 BY DAM (Lat: 42.415156,  Lng: -72.520381),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,000 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Poor,  Channel: Poor,  Operating Rating: 46.4 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: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: January 11,  Other Special Inspection Date: January 12,  Bridge Improvement Cost: $748,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,123,000 ( Estimate for 2012),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080100W2DOTNBI,  Location: .1 M N JCT SUNDERLAND RD. (Lat: 42.411703,  Lng: -72.530594),  Route carried "on" structure: State highway 63,  Year Built: 1946,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,700 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,423 (year 2033),  Design Load: H 20,  Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $874,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: A080110L0MUNNBI,  Location: .7 MI E HADLEY (Lat: 42.411700,  Lng: -72.532158),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 6,078 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,599 (year 2032),  Design Load: H 15,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY SUNDRLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $491,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A0801384XMUNNBI,  Location: 0.3 MI EAST OF HADLEY TL (Lat: 42.407778,  Lng: -72.540200),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 4,900 (year 2003),  Average Future Daily Traffic: 7,739 (year 2032),  Design Load: HS 20,  Features Intersected: WATER SWAMP BROOK,  Facility Carried by Structure: HWY MEADOW ST
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 65.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: A0802057DMUNNBI,  Location: 0.2 M1 W SHUTESBURY TL (Lat: 42.431408,  Lng: -72.492775),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 1,900 (year 2003),  Average Future Daily Traffic: 3,001 (year 2032),  Design Load: HS 20,  Features Intersected: WATER MOUNTAIN BROOK,  Facility Carried by Structure: HWY E LEVERET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: A080250VADOTNBI,  Location: 1.5 M S SUND-AMHERST T.L. (Lat: 42.405833,  Lng: -72.538333),  Route carried "on" structure: State highway 116,  Year Built: 1958,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,372 (year 2031),  Design Load: H 20,  Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.738,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080260VBDOTNBI,  Location: .9 M S SUND-AMHERST T.L. (Lat: 42.415000,  Lng: -72.537222),  Route carried "on" structure: State highway 116,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,372 (year 2031),  Design Load: H 20,  Features Intersected: WATER MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.784,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,048,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080270VCDOTNBI,  Location: .7 M S SUND-AMHERST T.L. (Lat: 42.418333,  Lng: -72.536944),  Route carried "on" structure: State highway 116,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,372 (year 2031),  Design Load: H 20,  Features Intersected: WATER EASTMAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.393,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $370,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080280L3MUNNBI,  Location: AT JCT. ST. 116 (Lat: 42.408394,  Lng: -72.539119),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 3,103 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,901 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY MEADOW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $787,000 ( Estimate for 2012),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A080290PBMUNNBI,  Location: 1M E OF RT63 @FCTRY HLLOW (Lat: 42.415764,  Lng: -72.515672),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 259 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 409 (year 2032),  Features Intersected: WATER MILL RIVER,  Facility Carried by Structure: HWY STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $473,000 ( Estimate for 2012)
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