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Bridge Statistics for Amherst, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Amherst, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 26 meters (85ft) Total costs: $7,615,000 Total average daily traffic: 87,224 Total average daily truck traffic: 5,889 Total future (year 2027) average daily traffic: 137,754 National Bridge Inventory (NBI) Registered Bridges for Amherst
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
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 2027), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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 2006, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $5,000, Total Project Cost: $65,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
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 2028), 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: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $609,000, Roadway Improvement Cost: $61,000, Total Project Cost: $914,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: A080050URMHDNBI, 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: 8,138 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 12,852 (year 2027), 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 2006, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,019,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
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 2028), 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: Satisfactory, 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 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2007, Underwater Inspection Date: November 2005, Other Special Inspection Date: March 2007, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $313,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2028), 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: Satisfactory, 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: Equal to present minimum criteria, 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 2007, Bridge Improvement Cost: $1,098,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,648,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2028), 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: Poor, 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: Meets minimum limits, 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 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $58,000, Total Project Cost: $869,000 ( Estimate for 2006), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: A080100W2MHDNBI, 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 2029), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, 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 2008, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $46,000, Total Project Cost: $676,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
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 2028), 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 2007, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $26,000, Total Project Cost: $380,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2028), 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: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 65.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior 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 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: A080200L5MUNNBI, Location: .2 MI W SHUTESBURY (Lat: 42.431408, Lng: -72.492775), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,900 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 3,001 (year 2028), Design Load: H 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: 6.1m (20.0ft), 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: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2007, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2006), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: A080250VAMHDNBI, 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: 13,706 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 21,646 (year 2027), 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: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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 2006, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $10,000, Total Project Cost: $149,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: A080260VBMHDNBI, 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 1997), Truck Traffic: 7%, Average Future Daily Traffic: 17,372 (year 2027), 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: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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 2006, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: A080270VCMHDNBI, 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 1997), Truck Traffic: 7%, Average Future Daily Traffic: 17,372 (year 2027), 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 2006, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Total Project Cost: $286,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2028), 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: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, 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 2007, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $41,000, Total Project Cost: $608,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2028), 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 2007, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $25,000, Total Project Cost: $367,000 ( Estimate for 2006) Discuss this city on our hugely popular Massachusetts forum Back to: Amherst, MA, Massachusetts, All US cities.
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