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

Find on map >>   Show street view

Structure Number: A1500418DMUNNBI,  Location: .15M SO.OF WASHINGTON AVE (Lat: 42.529547,  Lng: -72.262047),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 387 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,022 (year 2031),  Features Intersected: WATER S ATHOL PND OUTLET,  Facility Carried by Structure: HWY MORGAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.8 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $398,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: A15005BYRMUNNBI,  Location: .05M W OF SO. ATHOL ROAD (Lat: 42.531336,  Lng: -72.260642),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 129 (year 2021),  Truck Traffic: 6%,  Design Load: HL 93,  Features Intersected: WATER S ATHOL PND OUTLET,  Facility Carried by Structure: HWY WASHNGTN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: A15006AYNDOTNBI,  Location: WEST END OF DWNTWN MAIN S (Lat: 42.592894,  Lng: -72.239131),  Route carried "on" structure: Alternate State highway 2,  Year Built: 2010,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 26,250 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,267 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.294,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 89.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $503,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $755,000 ( Estimate for 2022),  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 >>   Show street view

Structure Number: A1500716FMUNNBI,  Location: 0.3M N OF S. MAIN ST. (Lat: 42.596703,  Lng: -72.231781),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 2020,  Status: Posted for load,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 7,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,793 (year 2032),  Features Intersected: WATER MILLERS RIVER,  Facility Carried by Structure: HWY EXCHANGE ST
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: A15008C1DMUNNBI,  Location: CRECENT ST/MILLERS RIVER (Lat: 42.594458,  Lng: -72.226908),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 4,333 (year 2015),  Truck Traffic: 6%,  Design Load: HL 93,  Features Intersected: WATER MILLERS RIVER,  Facility Carried by Structure: HWY CRESCENT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: A15009BPPMUNNBI,  Location: 0.2 M N OF RTE. 2A (Lat: 42.596933,  Lng: -72.220453),  Route carried "on" structure: State highway 32,  Year Built: 1850,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 2,716 (year 2000),  Truck Traffic: 9%,  Design Load: HS 20,  Features Intersected: WATER MILLERS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,096,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,645,000 ( Estimate for 2022),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: A15012ADBDOT634,  Location: 100' N JCT ST 2A & ST 32 (Lat: 42.595808,  Lng: -72.221281),  Route carried "on" structure: State highway 32,  Year Built: 1995,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,655 (year 2032),  Design Load: HS 20,  Features Intersected: RR BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $2,635,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,953,000 ( Estimate for 2022),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: A150131B2DOT634,  Location: .1 M W JCT CHSNT HILL RD. (Lat: 42.594875,  Lng: -72.224625),  Route carried "on" structure: Alternate State highway 2,  Year Built: 1938,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 10,649 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,887 (year 2031),  Design Load: H 20,  Features Intersected: RR BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.876,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $1,063,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,595,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: A150151B1DOT634,  Location: 1.5 M N JCT ORANGE T.L. (Lat: 42.580244,  Lng: -72.257114),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,493 (year 2033),  Design Load: HS 20,  Features Intersected: RR PANAM,  Facility Carried by Structure: HWY DAN SHAY HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $611,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $917,000 ( Estimate for 2022),  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 >>   Show street view

Structure Number: A1501618GMUNNBI,  Location: ATHOL/ORANGE TOWN LINE (Lat: 42.614481,  Lng: -72.238303),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Posted for load,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 1,293 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,655 (year 2032),  Design Load: H 20,  Features Intersected: WATER E BR TULLY RIVER,  Facility Carried by Structure: HWY PINEDALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township 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: 15.7m (51.5ft),  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: 8.7m (28.5ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 6 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Underwater Inspection Date: Febuary 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $581,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $872,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: A1501718BMUNNBI,  Location: 0.1MI W. OF RTE. 32 (Lat: 42.629364,  Lng: -72.226208),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,328 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 816 (year 2032),  Design Load: H 15,  Features Intersected: WATER E BR TULLY RIVER,  Facility Carried by Structure: HWY LOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township 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: 14.3m (46.9ft),  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: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: October 2021,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $535,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $803,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: A1501818TDOTNBI,  Location: 1500' W OF BROOKSIDE RD (Lat: 42.582864,  Lng: -72.260756),  Route carried "on" structure: Alternate State highway 2,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,704 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,909 (year 2031),  Features Intersected: WATER WEST BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.175,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 97.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $743,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,115,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: A1502019UDOTNBI,  Location: 1.0 M N JCT ORANGE T.L. (Lat: 42.575922,  Lng: -72.260814),  Route carried "on" structure: US ,  Year Built: 1935,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 6,002 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,599 (year 2032),  Design Load: H 20,  Features Intersected: WATER MILLERS RIVER,  Facility Carried by Structure: HWY DANIEL SHAYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.558,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 69.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: April 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $3,044,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $4,567,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: A1502119TDOTNBI,  Location: .3 M N JCT ORANGE T.L. (Lat: 42.569414,  Lng: -72.272344),  Route carried "on" structure: US ,  Year Built: 1955,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 4,075 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,577 (year 2031),  Design Load: H 20,  Features Intersected: WATER LAKE ROHNTA OUTLET,  Facility Carried by Structure: HWY DANIEL SHAYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.271,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,340,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,011,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: A150225YBMUNNBI,  Location: 0.1 M S OF KING ST (Lat: 42.550800,  Lng: -72.263603),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 517 (year 2019),  Truck Traffic: 4%,  Design Load: HS 25 or greater,  Features Intersected: WATER WHITE POND OUT,  Facility Carried by Structure: HWY WHITE POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 76.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $355,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: A1503019LDOTNBI,  Location: MM 71.3 ON RT 2 (Lat: 42.562583,  Lng: -72.274167),  Route carried "on" structure: State highway 2,  Year Built: 1955,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 11,683 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,478 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WATER LAKE ROHUNTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $511,000 ( Estimate for 2022),  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 >>   Show street view

Structure Number: A150311ADDOTNBI,  Location: PLEASANT ST/US 202 & ST 2 (Lat: 42.566072,  Lng: -72.218858),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 1,940 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 409 (year 2031),  Design Load: H 20,  Features Intersected: US202 /ST2,  Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.6 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: 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: October 2020,  Bridge Improvement Cost: $2,947,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $4,421,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: A1503219MDOTNBI,  Location: 1.3M W. OF PHILLIPSTON TL (Lat: 42.570719,  Lng: -72.201069),  Route carried "on" structure: State highway 2,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,491 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,794 (year 2031),  Design Load: H 20,  Features Intersected: ST 32 PETERSHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 121.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,224,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $3,337,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Bituminous

Find on map >>   Show street view

Structure Number: A1503319QDOTNBI,  Location: MM 71.7 ON ST 2 (Lat: 42.565083,  Lng: -72.265378),  Route carried "on" structure: State highway 2,  Year Built: 1954,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 12,802 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,320 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: HWY WHITE POND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.900,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 3 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-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $218,000 ( Estimate for 2022),  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 >>   Show street view

Structure Number: A1503419PDOTNBI,  Location: MM 72.7 ON ST 2 (Lat: 42.563508,  Lng: -72.247067),  Route carried "on" structure: State highway 2,  Year Built: 1954,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 12,802 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 21,478 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: HWY S ATHOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.036,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 75.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000 ( Estimate for 2022),  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 >>   Show street view

Structure Number: A1503519NDOTNBI,  Location: MM 74.7 ON RT 2 (Lat: 42.567886,  Lng: -72.210897),  Route carried "on" structure: State highway 2,  Year Built: 1954,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 14,910 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,887 (year 2032),  Design Load: H 20,  Features Intersected: WATER LAKE ELLIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.094,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $777,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,166,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: A1504518FMUNNBI,  Location: BETWN RT2A&S.ATHOL RD (Lat: 42.591636,  Lng: -72.236606),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 259 (year 2020),  Average Future Daily Traffic: 1,022 (year 2033),  Design Load: HS 20,  Features Intersected: WATER MILL BROOK,  Facility Carried by Structure: HWY CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 99.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: CEPNEDMA2510009,  Location: 4.8 KM NORTH OF ATHOL (Lat: 42.638331,  Lng: -72.224039),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1948,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2040),  Design Load: H 15,  Features Intersected: SPILLWAY CHANNEL,  Facility Carried by Structure: MA ROUTE 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 83.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $250,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: CEPNEDMA251001,  Location: 1.609 KM N OF TULLY LAKE (Lat: 42.650631,  Lng: -72.208464),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1944,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2039),  Design Load: H 15,  Features Intersected: TULLY RIVER,  Facility Carried by Structure: DOANE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  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: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.19m (10.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: O03003AMPMUNNBI,  Location: 0.3M WEST OF TULLY RD (Lat: 42.635289,  Lng: -72.251708),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 450 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 711 (year 2032),  Design Load: HS 20,  Features Intersected: WATER W BR TULLY RIVER,  Facility Carried by Structure: HWY ROYALSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $791,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: O030040TVMUNNBI,  Location: 1100' S INT CREAMERY RD (Lat: 42.645744,  Lng: -72.256703),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,551 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,226 (year 2032),  Design Load: H 20,  Features Intersected: WATER W BR TULLY RIVER,  Facility Carried by Structure: HWY TULLY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: January 2021,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $759,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,139,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous