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Bridge Statistics for Chicopee, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chicopee, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 54 Total length: 431 meters (1,414ft) Total costs: $245,059,000 Total average daily traffic: 1,517,339 Total average daily truck traffic: 146,392 National Bridge Inventory (NBI) Registered Bridges for Chicopee
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: C1300313UMHD634, Location: .3 M N JCT I-90 (Lat: 42.159225, Lng: -72.613389), Route carried "on" structure: State highway 116, Year Built: 1971, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 12,900 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 20,373 (year 2027), Design Load: H 20, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,173,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,760,000 ( 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: C1300413TMHD634, Location: .3 M E JCT MEADOW ST. (Lat: 42.171667, Lng: -72.611667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 4,655 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 7,352 (year 2027), Design Load: HS 20, Features Intersected: RR BMRR, Facility Carried by Structure: HWY MCKINSTRY AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $38,000, Total Project Cost: $557,000 ( 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: C1300712GMHDNBI, Location: .1 M S OF CHICOPEE RIVER (Lat: 42.149100, Lng: -72.608169), Route carried "on" structure: State highway 116, Year Built: 1931, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 24,479 (year 2028), Features Intersected: WATER DWIGHT MFG CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.3 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: July 2007, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $613,000 ( 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: C1300812HMHDNBI, Location: 0.5M S JCT I-90 (Lat: 42.150258, Lng: -72.608119), Route carried "on" structure: State highway 116, Year Built: 1931, Status: Posted for load, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 24,479 (year 2028), Features Intersected: WATER CHICOPEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2007, Underwater Inspection Date: September 2005, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $5,923,000, Roadway Improvement Cost: $593,000, Total Project Cost: $8,885,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C13011122MHDNBI, Location: JCT ST 33 (Lat: 42.159719, Lng: -72.582297), Route carried "on" structure: State highway 141, Year Built: 1938, Status: Posted for load, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 13,500 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 21,321 (year 2028), Design Load: H 20, Features Intersected: WATER CHICOPEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.914, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $7,917,000, Roadway Improvement Cost: $792,000, Total Project Cost: $11,876,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: C1301213RMHD634, Location: AT CHICOPEE-HOLYOKE T.L. (Lat: 42.194881, Lng: -72.601781), Route carried "on" structure: State highway 116, Year Built: 1891, Status: Posted for load, Structure Length: 24.32m (79.79ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 23,690 (year 2027), Design Load: H 20, Features Intersected: COMB CONN RIV & PVRR Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 12.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 52.7m (172.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 21.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 23.80m (78.08ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2006, Critical Feature Inspection Date: December 2006, Underwater Inspection Date: September 2006, Other Special Inspection Date: December 2007, Bridge Improvement Cost: $8,157,000, Roadway Improvement Cost: $816,000, Total Project Cost: $12,236,000 ( Estimate for 2006), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C130150PMMUNNBI, Location: 300 FT N. JCT FRONT ST. (Lat: 42.149667, Lng: -72.604000), Route carried "on" structure: City street , Year Built: 1943, Year Reconstructed: 1993, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 600 (year 1997), Average Future Daily Traffic: 948 (year 2028), Design Load: HS 20, Features Intersected: WATER DWIGHT MFG CANAL, Facility Carried by Structure: HWY GRAPE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $599,000 ( Estimate for 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: C130174HUMTANBI, Location: .5 MI NO.CHICOPEE RV G11 (Lat: 42.168917, Lng: -72.573533), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2027), Design Load: H 20, Features Intersected: HWY SHERIDAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.499, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( 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: C130174HVMTANBI, Location: .5 MI N.CHICOPEE RV G11 (Lat: 42.169106, Lng: -72.573408), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2027), Design Load: H 20, Features Intersected: HWY SHERIDAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.499, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( 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: C130184HWMTANBI, Location: 1 MI W. AIRPORT G10 (Lat: 42.169283, Lng: -72.578053), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2028), Design Load: H 20, Features Intersected: ST 33 MEMORIAL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.178, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( 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: C130184HXMTANBI, Location: 1 MI W. AIRPORT G10 (Lat: 42.169469, Lng: -72.577986), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2028), Design Load: H 20, Features Intersected: ST 33 MEMORIAL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.178, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000 ( 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: C130194J1MTANBI, Location: .3 MI. W.MEMORIAL DR G8 (Lat: 42.169425, Lng: -72.586442), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1979, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2029), Design Load: HS 20, Features Intersected: HWY MONTGOMERY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.534, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $851,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: C130194J2MTANBI, Location: .3 MI W.MEMORIAL DR G8 (Lat: 42.169614, Lng: -72.586497), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1979, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2029), Design Load: HS 20, Features Intersected: HWY MONTGOMERY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.534, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $851,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: C130204J3MTANBI, Location: .6 MI W. INT. 5 G7C (Lat: 42.168294, Lng: -72.593550), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: HWY GRANBY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.938, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $8,000, Total Project Cost: $112,000 ( 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: C130204J4MTANBI, Location: .6 MI W. INT. 5 G7B (Lat: 42.168006, Lng: -72.593881), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: ST141 GRATTAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.874, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000 ( 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: C130204J5MTANBI, Location: .6 MI W. INT 5 G7A (Lat: 42.168158, Lng: -72.594056), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: ST141 GRATTAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.874, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $3,000, Total Project Cost: $37,000 ( 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: C130214J6MTANBI, Location: .1 MI W. I391 G6 (Lat: 42.157000, Lng: -72.612342), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: ST116 CHICOPEE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.878, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.0m (82.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,007,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,511,000 ( Estimate for 2006) Find on map >>
Structure Number: C130224J7MTANBI, Location: .1 MI.W.CHICOPEE ST G5 (Lat: 42.156214, Lng: -72.613808), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.734, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 35.2m (115.5ft) Condition: Deck: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $22,000, Total Project Cost: $322,000 ( 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: C130234HLMTANBI, Location: .6 MI E. INT. 4 F1 (Lat: 42.153956, Lng: -72.628197), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1982, Status: Open, Structure Length: 37.31m (122.41ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: WATER CONNECTICUT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.511, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 68.3m (224.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.40m (122.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Underwater Inspection Date: November 2004, Bridge Improvement Cost: $17,091,000, Roadway Improvement Cost: $1,710,000, Total Project Cost: $25,637,000 ( Estimate for 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: C130244HTMTANBI, Location: .3MI.S.CHICOPEE RESERVOIR (Lat: 42.165453, Lng: -72.560706), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2029), Design Load: HS 20, Features Intersected: WATER COOLEY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.787, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $491,000 ( Estimate for 2006) Find on map >>
Structure Number: C130264HPMTANBI, Location: 1 MI S. AIRPORT G12 (Lat: 42.161869, Lng: -72.547533), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2028), Design Load: H 20, Features Intersected: I 291 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.913, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( 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: C130264HQMTANBI, Location: 1 MI S. AIRPORT G12 (Lat: 42.162067, Lng: -72.547525), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 31,415 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 49,614 (year 2028), Design Load: H 20, Features Intersected: I 291 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.913, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,248,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,873,000 ( 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: C13027113MHDNBI, Location: .4 M W JCT I-90 (Lat: 42.156892, Lng: -72.548550), Route carried "on" structure: Interstate 291, Year Built: 1954, Status: Open, Structure Length: 26.55m (87.11ft), Average Daily Traffic: 47,000 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 74,227 (year 2027), Design Load: H 20, Features Intersected: COMB CHICPE RIV & ST141 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.713, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.60m (87.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2006, Underwater Inspection Date: September 2005, Bridge Improvement Cost: $14,055,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $21,083,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: C130294J8MTANBI, Location: .6 MI E. I 391 G4 (Lat: 42.154225, Lng: -72.621667), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 32,331 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 51,060 (year 2028), Design Load: HS 20, Features Intersected: HWY GRANGER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.993, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable 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: January 2007, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $7,000, Total Project Cost: $97,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: C130304HRMTANBI, Location: AT CHICOPEE RV G13 (Lat: 42.159150, Lng: -72.548058), Route carried "on" structure: Interstate 291, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 43,000 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 67,910 (year 2028), Features Intersected: HWY FULLER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.913, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Agenciy, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $11,000, Total Project Cost: $151,000 ( 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: C130330L7MUNNBI, Location: .5 MI E OF BURNETT RD (Lat: 42.164503, Lng: -72.535039), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,586 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 4,084 (year 2028), Design Load: H 20, Features Intersected: WATER FULLER BROOK, Facility Carried by Structure: HWY NEW LOMBARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $61,000, Total Project Cost: $901,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C130340X1MHDNBI, Location: JCT I-91 & CONN RIVER (Lat: 42.135253, Lng: -72.613339), Route carried "on" structure: Interstate 91, Year Built: 1966, Status: Open, Structure Length: 39.65m (130.09ft), Average Daily Traffic: 101,700 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 160,615 (year 2027), Design Load: HS 20, Features Intersected: COMB CT R, BMRR & ST116 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.840, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 60.4m (198.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.9m (111.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 39.70m (130.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2006, Underwater Inspection Date: September 2005, Bridge Improvement Cost: $24,024,000, Roadway Improvement Cost: $2,403,000, Total Project Cost: $36,037,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: C130350WGMHDNBI, Location: .25 M N SPRINGFIELD C.L. (Lat: 42.133500, Lng: -72.609833), Route carried "on" structure: Ramp Interstate 391, Year Built: 1967, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 52,200 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 82,439 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 391 WN RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $794,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,192,000 ( 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: C130360WHMHDNBI, Location: JCT I-391 SB & I-91 (Lat: 42.134667, Lng: -72.609667), Route carried "on" structure: Interstate 391, Year Built: 1967, Status: Open, Structure Length: 6.99m (22.93ft), Average Daily Traffic: 41,334 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 65,279 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 91 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,137,000, Roadway Improvement Cost: $214,000, Total Project Cost: $3,206,000 ( 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: C130370X2MHDNBI, Location: .3 M S CONN RIVER BRIDGE (Lat: 42.133058, Lng: -72.608819), Route carried "on" structure: Interstate 91, Year Built: 1967, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 92,353 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 145,853 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY WN RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.196, Lanes on structure: 8, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 48.1m (157.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,975,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,963,000 ( 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: C130380WRMHDNBI, Location: .1 M S JCT CONN RIVER (Lat: 42.186753, Lng: -72.608278), Route carried "on" structure: Interstate 391, Year Built: 1979, Status: Open, Structure Length: 25.85m (84.81ft), Average Daily Traffic: 28,800 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 45,484 (year 2027), Design Load: HS 20+Mod, Features Intersected: ST116 CHICOPEE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.759, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.90m (84.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $14,869,000, Roadway Improvement Cost: $1,487,000, Total Project Cost: $22,304,000 ( 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: C130390WFMHDNBI, Location: JCT I-391 & CONN RIVER (Lat: 42.189689, Lng: -72.610344), Route carried "on" structure: Interstate 391, Year Built: 1979, Status: Open, Structure Length: 28.80m (94.49ft), Average Daily Traffic: 30,100 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 47,537 (year 2027), Design Load: HS 20+Mod, Features Intersected: WATER CONNECTICUT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.046, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 62.5m (205.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Inventory Rating: 30.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 28.90m (94.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2006, Underwater Inspection Date: August 2005, Bridge Improvement Cost: $3,622,000, Roadway Improvement Cost: $363,000, Total Project Cost: $5,434,000 ( 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: C130400WKMHDNBI, Location: .95 M N SPRINGFIELD C.L. (Lat: 42.140553, Lng: -72.612758), Route carried "on" structure: Interstate 391, Year Built: 1981, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 52,200 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 82,439 (year 2028), Design Load: HS 20+Mod, Features Intersected: ST116 CENTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 34.5m (113.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $3,536,000, Roadway Improvement Cost: $354,000, Total Project Cost: $5,305,000 ( 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: C130410WLMHDNBI, Location: 1.1 TO 1.5 M N SPFLD C.L. (Lat: 42.146667, Lng: -72.614444), Route carried "on" structure: Interstate 391, Year Built: 1981, Status: Open, Structure Length: 69.04m (226.51ft), Average Daily Traffic: 44,623 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 70,473 (year 2027), Design Load: HS 20+Mod, Features Intersected: COMB CHIC R, STS & RLF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 56.7m (186.0ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 69.10m (226.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $42,061,000, Roadway Improvement Cost: $4,207,000, Total Project Cost: $63,092,000 ( 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: C130420WPMHDNBI, Location: 1.8 M N SPRINGFIELD C.L. (Lat: 42.154000, Lng: -72.610667), Route carried "on" structure: Interstate 391, Year Built: 1981, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 33,400 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 52,749 (year 2028), Design Load: HS 20+Mod, Features Intersected: ST116 CHICOPEE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.5m (132.9ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.8m (130.6ft), Curb-To-Curb Width: 32.8m (107.6ft), Out-to-Out Width: 41.8m (137.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,423,000, Roadway Improvement Cost: $143,000, Total Project Cost: $2,135,000 ( 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: C130430WUMHDNBI, Location: 2.1 M N SPRINGFIELD C.L. (Lat: 42.157931, Lng: -72.610806), Route carried "on" structure: Interstate 90, Year Built: 1978, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 44,622 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 70,472 (year 2027), Design Load: HS 20+Mod, Features Intersected: I 391 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.056, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $61,000, Total Project Cost: $911,000 ( 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: C130440WJMHDNBI, Location: 1 M N JCT I-90 (Lat: 42.171439, Lng: -72.610439), Route carried "on" structure: Interstate 391, Year Built: 1978, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 32,364 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 51,112 (year 2028), Design Load: HS 20+Mod, Features Intersected: HWY MCKINSTRY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 33.9m (111.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,665,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,498,000 ( 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: C13045123MHDNBI, Location: 1.65 M N JCT I-90 (Lat: 42.180731, Lng: -72.605936), Route carried "on" structure: State highway 141, Year Built: 1979, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 10,800 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 17,056 (year 2028), Design Load: HS 20, Features Intersected: I 391 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,606,000 ( 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: C1304613VMHD634, Location: .3 M E JCT MEADOW ST. (Lat: 42.182264, Lng: -72.608675), Route carried "on" structure: State highway 141, Year Built: 1979, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,800 (year 2000), Average Future Daily Traffic: 17,056 (year 2028), Design Load: HS 20+Mod, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.679, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $307,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C130470WQMHDNBI, Location: 2 M N JCT I-90 (Lat: 42.184678, Lng: -72.606825), Route carried "on" structure: Interstate 391, Year Built: 1979, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 32,364 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 51,112 (year 2028), Design Load: HS 20+Mod, Features Intersected: RR BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.995, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 43.8m (143.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,810,000, Roadway Improvement Cost: $182,000, Total Project Cost: $2,716,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Massachusetts forum Back to: Chicopee, MA, Massachusetts, All US cities.
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