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Bridge Statistics for Conway, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Conway, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 37 meters (121ft) Total costs: $13,366,000 Total average daily traffic: 18,840 Total average daily truck traffic: 1,253 Total future (year 2027) average daily traffic: 29,753 National Bridge Inventory (NBI) Registered Bridges for Conway
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: C200010F3MUNNBI, Location: 2.3 M S OF RTE 116 (Lat: 42.483889, Lng: -72.753581), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 800 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: H 15, Features Intersected: WATER CHAPEL BROOK, Facility Carried by Structure: HWY MAIN POLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,171,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C200020H3MUNNBI, Location: N OF CNWY ST FOR NR ASHFD (Lat: 42.487214, Lng: -72.747778), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 15, Features Intersected: WATER POLAND BROOK, Facility Carried by Structure: HWY HARRISON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $30,000, Total Project Cost: $436,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: C200030F0MUNNBI, Location: .65 MI S OF RTE 116 (Lat: 42.504444, Lng: -72.746944), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: H 15, Features Intersected: WATER POLAND BROOK, Facility Carried by Structure: HWY N POLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2007, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $1,061,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,592,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C200040F1MUNNBI, Location: .1 MI S OF RTE 116 (Lat: 42.511944, Lng: -72.743889), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: H 15, Features Intersected: WATER POLAND BROOK, Facility Carried by Structure: HWY N POLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $943,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,415,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C200050F2MUNNBI, Location: JUST S OF RTE 116 (Lat: 42.512778, Lng: -72.744444), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: H 15, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY N POLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.1 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 desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $64,000, Total Project Cost: $958,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C200060KAMHDNBI, Location: .8 M S OF N POLAND ROAD (Lat: 42.516944, Lng: -72.731944), Route carried "on" structure: State highway 116, Year Built: 1926, Year Reconstructed: 1938, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 1,200 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 1,895 (year 2027), Design Load: H 20, Features Intersected: WATER SOUTH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $430,000 ( 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: C20007ANMMUNNBI, Location: N OF RT116 1M E OF ASHFLD (Lat: 42.520078, Lng: -72.726667), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 40 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2027), Design Load: HS 20, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY HICK RDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C200080K9MHDNBI, Location: AT ELDRIDGE RD. (Lat: 42.514444, Lng: -72.721389), Route carried "on" structure: State highway 116, Year Built: 1926, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,200 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 6,633 (year 2028), Design Load: H 15, Features Intersected: WATER SOUTH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: March 2007, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $38,000, Total Project Cost: $566,000 ( 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: C200100K8MHDNBI, Location: .7 M NORTH OF CONWAY CTR. (Lat: 42.506875, Lng: -72.706944), Route carried "on" structure: State highway 116, Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,500 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 2,369 (year 2027), Design Load: H 20, Features Intersected: WATER SOUTH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.349, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.0 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, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $698,000 ( 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: C200110K7MHDNBI, Location: .4 M NORTH OF CONWAY CTR. (Lat: 42.507619, Lng: -72.705000), Route carried "on" structure: State highway 116, Year Built: 1925, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,500 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 2,369 (year 2027), Design Load: H 15, Features Intersected: WATER SOUTH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 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: 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: July 2006, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $29,000, Total Project Cost: $427,000 ( 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: C200120K6MHDNBI, Location: CONWAY CENTER (Lat: 42.509167, Lng: -72.698611), Route carried "on" structure: State highway 116, Year Built: 1925, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 2,369 (year 2027), Design Load: H 15, Features Intersected: WATER SOUTH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.705, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $448,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C20013AR1MUNNBI, Location: BTW SHBN FLS RD&REED B RD (Lat: 42.514631, Lng: -72.694233), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 158 (year 2028), Design Load: HS 20, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY REEDS BRG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C20014AY3MUNNBI, Location: 1.5S OF SHLBN @ BDWLLS RD (Lat: 42.541950, Lng: -72.694211), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Design Load: HS 20, Features Intersected: WATER SOUTH RIVER, Facility Carried by Structure: HWY REEDS BRG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.6m (18.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C200170H6MUNNBI, Location: @ SHELBURNE BORDER (Lat: 42.556111, Lng: -72.679444), Route carried "on" structure: City street , Year Built: 1882, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 632 (year 2028), Design Load: H 10, Features Intersected: WATER DEERFIELD RIVER, Facility Carried by Structure: HWY BRDWL FER RD Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 58.8m (192.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.4 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: Superior to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $2,256,000, Roadway Improvement Cost: $226,000, Total Project Cost: $3,385,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: C200180F4MUNNBI, Location: 3.8 MI N OF RTE 116 (Lat: 42.545278, Lng: -72.721389), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2027), Design Load: HS 20, Features Intersected: WATER BEAR RIVER, Facility Carried by Structure: HWY SHELBRN FLS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C200190H1MUNNBI, Location: 0.5M E OF ASHFD NR TMSN R (Lat: 42.541944, Lng: -72.727539), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 15, Features Intersected: WATER BEAR RIVER, Facility Carried by Structure: HWY S SHIRKSH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $43,000, Total Project Cost: $643,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C200200K5MHDNBI, Location: .2 M N CONWAY TOWN LINE (Lat: 42.507778, Lng: -72.656667), Route carried "on" structure: State highway 116, Year Built: 1917, Year Reconstructed: 1933, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,200 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 6,633 (year 2028), Design Load: H 15, Features Intersected: WATER MILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.958, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $265,000 ( 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: C200260H4MUNNBI, Location: 0.5M E OF ASHFD N OF FRST (Lat: 42.509722, Lng: -72.699444), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 15, Features Intersected: WATER CHAPEL BROOK, Facility Carried by Structure: HWY MN POLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $30,000, Total Project Cost: $436,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Massachusetts forum Back to: Conway, MA, Massachusetts, All US cities.
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