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Bridge Statistics for Holyoke, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Holyoke, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 49 Total length: 336 meters (1,102ft) Total costs: $72,007,000 Total average daily traffic: 1,393,347 Total average daily truck traffic: 72,521 Total future (year 2027) average daily traffic: 2,246,710 National Bridge Inventory (NBI) Registered Bridges for Holyoke
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: H21001AA5MHDNBI, Location: SOUTH HADLEY FALLS (Lat: 42.211703, Lng: -72.596289), Route carried "on" structure: State highway 116, Year Built: 1990, Status: Open, Structure Length: 49.77m (163.29ft), Average Daily Traffic: 6,300 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 9,950 (year 2027), Design Load: HS 20+Mod, Features Intersected: COMB CONN RIVER & PVRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.288, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 53.6m (175.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.5m (60.7ft) 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 49.80m (163.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,645,000, Roadway Improvement Cost: $165,000, Total Project Cost: $2,468,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: H21008124MHDNBI, Location: AT JCT S CANAL ST. (Lat: 42.196744, Lng: -72.603656), Route carried "on" structure: State highway 116, Year Built: 1894, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 10,086 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 15,929 (year 2027), Features Intersected: WATER THIRD LEVEL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,618,000 ( Estimate for 2006) Find on map >>
Structure Number: H21010132MHDNBI, Location: N OF SOUTH ST. (Lat: 42.194058, Lng: -72.613475), Route carried "on" structure: City street , Year Built: 1902, Year Reconstructed: 1978, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 13,060 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 20,626 (year 2027), Design Load: H 20, Features Intersected: WATER THIRD LEVEL CANAL, Facility Carried by Structure: HWY MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,029,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,544,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H21011AH9MUNNBI, Location: .3 MI NW OF 3RD CANAL (Lat: 42.196111, Lng: -72.612500), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 2,809 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 4,436 (year 2027), Design Load: HS 20, Features Intersected: WATER SECOND LEVEL CANAL, Facility Carried by Structure: HWY JACKSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000 ( 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: H210120LUMUNNBI, Location: .31 MI NW OF 3RD CANAL (Lat: 42.198289, Lng: -72.611231), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1925, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 6,000 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 9,476 (year 2028), Features Intersected: WATER SECOND LEVEL CANAL, Facility Carried by Structure: HWY SARGEANT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 13.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,618,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H210130LVMUNNBI, Location: .4 MI NW OF 3RD CANAL (Lat: 42.200472, Lng: -72.608925), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1924, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 3,491 (year 2001), Truck Traffic: 7%, Average Future Daily Traffic: 5,513 (year 2028), Features Intersected: WATER SECOND LEVEL CANAL, Facility Carried by Structure: HWY CABOT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,176,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,765,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H21014130MHDNBI, Location: N OF RACE ST. (Lat: 42.202639, Lng: -72.606625), Route carried "on" structure: State highway 141, Year Built: 1921, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 4,526 (year 2002), Average Future Daily Traffic: 7,148 (year 2027), Features Intersected: WATER SECOND LEVEL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.2 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 desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2006, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $2,228,000, Roadway Improvement Cost: $223,000, Total Project Cost: $3,343,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H210150M1MUNNBI, Location: JUST SE OF 1ST CANAL (Lat: 42.204814, Lng: -72.604342), Route carried "on" structure: City street , Year Built: 1889, Year Reconstructed: 1990, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,762 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 7,521 (year 2028), Design Load: HS 20, Features Intersected: WATER SECOND LEVEL CANAL, Facility Carried by Structure: HWY DWIGHT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $21,000, Total Project Cost: $310,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: H21016125MHDNBI, Location: AT JCT RACE ST. (Lat: 42.206944, Lng: -72.601389), Route carried "on" structure: City street , Year Built: 1922, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 7,200 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 11,371 (year 2028), Features Intersected: WATER SECOND LEVEL CANAL, Facility Carried by Structure: HWY LYMAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $2,519,000, Roadway Improvement Cost: $252,000, Total Project Cost: $3,779,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: H210170VGMHDNBI, Location: .1 M S CONN RIVER (Lat: 42.208889, Lng: -72.596944), Route carried "on" structure: State highway 116, Year Built: 1990, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 6,300 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 9,950 (year 2027), Design Load: HS 20+Mod, Features Intersected: WATER SECOND LEVEL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.806, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: H21018126MHDNBI, Location: AT JCT E COURT ST. (Lat: 42.207789, Lng: -72.603486), Route carried "on" structure: City street , Year Built: 1921, Status: Posted for load, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 7,200 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 11,371 (year 2027), Design Load: H 20, Features Intersected: WATER FIRST LEVEL CANAL, Facility Carried by Structure: HWY LYMAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2006, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $3,197,000, Roadway Improvement Cost: $320,000, Total Project Cost: $4,796,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H210190M0MUNNBI, Location: JUST NW OF 2ND CANAL (Lat: 42.205561, Lng: -72.605722), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1938, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,948 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 9,394 (year 2028), Design Load: HS 20, Features Intersected: WATER FIRST LEVEL CANAL, Facility Carried by Structure: HWY DWIGHT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.3m (60.0ft) 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: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $476,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H21020131MHDNBI, Location: N OF BIGELOW ST. (Lat: 42.203353, Lng: -72.607906), Route carried "on" structure: State highway 141, Year Built: 1919, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,526 (year 2002), Average Future Daily Traffic: 7,148 (year 2028), Design Load: H 20, Features Intersected: WATER FIRST LEVEL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $2,124,000, Roadway Improvement Cost: $213,000, Total Project Cost: $3,187,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H210210LWMUNNBI, Location: .5 MI NW OF 3RD CANAL (Lat: 42.201156, Lng: -72.610181), Route carried "on" structure: City street , Year Built: 1924, Year Reconstructed: 1988, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 8,500 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 13,424 (year 2028), Design Load: HS 20, Features Intersected: WATER FIRST LEVEL CANAL, Facility Carried by Structure: HWY CABOT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Other Special Inspection Date: October 2005, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $19,000, Total Project Cost: $271,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: H210220LYMUNNBI, Location: .4 MI NW OF 3RD CANAL (Lat: 42.199167, Lng: -72.611944), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1997, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 7,020 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 11,087 (year 2027), Design Load: HS 20, Features Intersected: WATER FIRST LEVEL CANAL, Facility Carried by Structure: HWY SARGEANT ST Minimum Vertical Clearance: 3.45m (11.32ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $12,000, Total Project Cost: $179,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: H21024146MHD634, Location: 0.2 MI W OF US 5 (Lat: 42.172044, Lng: -72.635603), Route carried "on" structure: City street , Year Built: 1923, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,267 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 6,739 (year 2028), Design Load: H 15, Features Intersected: RR PVRR, Facility Carried by Structure: HWY LWR WESTFLD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 29.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $145,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: H210250U8MHDNBI, Location: .3 M N JCT PELTIAH ST. (Lat: 42.180806, Lng: -72.631589), Route carried "on" structure: US 5, Year Built: 1970, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 15,400 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 24,321 (year 2028), Design Load: HS 20, Features Intersected: RR PVRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.116, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,022,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,534,000 ( 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: H21026147MHD634, Location: .2 M W JCT MAIN ST. (Lat: 42.195153, Lng: -72.617314), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,590 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 4,090 (year 2027), Design Load: H 20, Features Intersected: RR PVRR, Facility Carried by Structure: HWY SOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $8,000, Total Project Cost: $107,000 ( 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: H210350VPMHDNBI, Location: JCT US 202 & CONN RIVER (Lat: 42.216156, Lng: -72.608419), Route carried "on" structure: US 202, Year Built: 1958, Year Reconstructed: 1998, Status: Open, Structure Length: 44.01m (144.39ft), Average Daily Traffic: 21,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 33,165 (year 2027), Design Load: HS 20, Features Intersected: WATER CONNECTICUT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.408, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 77.1m (253.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2006, Underwater Inspection Date: August 2006, 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: H210380VRMHDNBI, Location: .1 M S BR # H-21-35 (Lat: 42.212900, Lng: -72.612875), Route carried "on" structure: US 202, Year Built: 1958, Status: Temporarily open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 21,207 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 33,492 (year 2028), Design Load: HS 20, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2007, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $2,516,000, Roadway Improvement Cost: $252,000, Total Project Cost: $3,775,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: H210390VQMHDNBI, Location: JCT LYMAN ST. (Lat: 42.212669, Lng: -72.610944), Route carried "on" structure: US 202, Year Built: 1958, Status: Temporarily open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 10,500 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 16,583 (year 2028), Design Load: HS 20, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.209, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2007, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $1,553,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,330,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: H210400YTMHDNBI, Location: 8.1 M N W SPRNGFLD T.L. (Lat: 42.273906, Lng: -72.606875), Route carried "on" structure: Interstate 91, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 63,800 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 100,759 (year 2028), Design Load: HS 20, Features Intersected: HWY GOLF COURSE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.961, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: H210400YUMHDNBI, Location: 8.1 M N W SPRNGFLD T.L. (Lat: 42.273908, Lng: -72.606617), Route carried "on" structure: Interstate 91, Year Built: 1964, Year Reconstructed: 1986, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 31,900 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 50,380 (year 2028), Design Load: HS 20, Features Intersected: HWY GOLF COURSE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: H210410YQMHDNBI, Location: 7.4 M N W SPRNGFLD T.L. (Lat: 42.266083, Lng: -72.612797), Route carried "on" structure: Interstate 91, Year Built: 1964, Year Reconstructed: 1986, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 26,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 42,483 (year 2027), Design Load: HS 20, Features Intersected: HWY RESERVATION RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.899, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: Built-up Find on map >>
Structure Number: H210410YRMHDNBI, Location: 7.4 M N W SPRNGFLD T.L. (Lat: 42.266236, Lng: -72.612967), Route carried "on" structure: Interstate 91, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 52,000 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 82,124 (year 2027), Design Load: HS 20, Features Intersected: HWY RESERVATION RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.899, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: Built-up Find on map >>
Structure Number: H2104213EMHDNBI, Location: 0.5 MI W OF US 5 (Lat: 42.241219, Lng: -72.630364), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 100 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2029), Design Load: HS 20, Features Intersected: I 91, Facility Carried by Structure: HWY MTN PARK ACC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,402,000 ( 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: H210460Y7MHDNBI, Location: .65 M N W SPRNGFLD T.L. (Lat: 42.170997, Lng: -72.644686), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 32,950 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 52,038 (year 2028), Design Load: HS 20, Features Intersected: RR PVRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.633, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $17,000, Total Project Cost: $242,000 ( 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: H210460Y8MHDNBI, Location: .65 M N W SPRNGFLD T.L. (Lat: 42.170994, Lng: -72.644944), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 59,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 93,179 (year 2028), Design Load: HS 20, Features Intersected: RR PVRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.633, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $17,000, Total Project Cost: $242,000 ( 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: H210470Y9MHDNBI, Location: .85 M N W SPRNGFLD T.L. (Lat: 42.174286, Lng: -72.644564), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 59,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 93,179 (year 2028), Design Load: HS 20, Features Intersected: HWY LWR WESTFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.971, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $805,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,208,000 ( 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: H210470YAMHDNBI, Location: .85 M N W SPRNGFLD T.L. (Lat: 42.174294, Lng: -72.644822), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 32,950 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 52,038 (year 2028), Design Load: HS 20, Features Intersected: HWY LWR WESTFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.971, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $805,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,208,000 ( 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: H210480YBMHDNBI, Location: 2.1 M N W SPRNGFLD T.L. (Lat: 42.191281, Lng: -72.638894), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 50,000 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 78,965 (year 2027), Design Load: HS 20, Features Intersected: HWY WESTFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.886, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,729,000, Roadway Improvement Cost: $173,000, Total Project Cost: $2,594,000 ( 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: H210480YCMHDNBI, Location: 2.1 M N W SPRNGFLD T.L. (Lat: 42.191164, Lng: -72.639169), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 34,600 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 54,644 (year 2027), Design Load: HS 20, Features Intersected: HWY WESTFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.886, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,342,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,014,000 ( 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: H210490YDMHDNBI, Location: 2.6 M N W SPRNGFLD T.L. (Lat: 42.199900, Lng: -72.639197), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 30,250 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 93,968 (year 2027), Design Load: HS 20, Features Intersected: US202 CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.852, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,439,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,159,000 ( 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: H210490YEMHDNBI, Location: 2.6 M N W SPRNGFLD T.L. (Lat: 42.200133, Lng: -72.639475), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 53,300 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 84,177 (year 2027), Design Load: HS 20, Features Intersected: US202 CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.852, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,561,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,342,000 ( 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: H210510YFMHDNBI, Location: 4.8 K N W SPRNGFLD T.L. (Lat: 42.204858, Lng: -72.639469), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 63,800 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 100,759 (year 2028), Design Load: HS 20, Features Intersected: HWY PARK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H210510YGMHDNBI, Location: 3.0 M N W SPRINGFLD T.L. (Lat: 42.205011, Lng: -72.639683), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 63,800 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 100,759 (year 2028), Design Load: HS 20, Features Intersected: HWY PARK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H210520YJMHDNBI, Location: 3.3 M N W SPRNGFLD T.L. (Lat: 42.211100, Lng: -72.634606), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 63,800 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 100,759 (year 2028), Design Load: HS 20, Features Intersected: ST141 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.300, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $67,000, Total Project Cost: $991,000 ( 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: H210520YKMHDNBI, Location: 3.3 M N W SPRNGFLD T.L. (Lat: 42.211300, Lng: -72.634764), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 63,800 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 100,759 (year 2028), Design Load: HS 20, Features Intersected: ST141 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.300, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $67,000, Total Project Cost: $991,000 ( 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: H210530YLMHDNBI, Location: 3.3 M N W SPRNGFLD T.L. (Lat: 42.212819, Lng: -72.633742), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 71,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 113,552 (year 2028), Design Load: HS 20, Features Intersected: ST141 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.494, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $214,000 ( 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: H210530YMMHDNBI, Location: 3.3 M N W SPRNGFLD T.L. (Lat: 42.212889, Lng: -72.633986), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 71,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 113,552 (year 2028), Design Load: HS 20, Features Intersected: ST141 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.494, Lanes on structure: 2, Lanes under 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: 26.3m (86.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $8,000, Total Project Cost: $109,000 ( 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 Discuss this city on our hugely popular Massachusetts forum Back to: Holyoke, MA, Massachusetts, All US cities.
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