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

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Structure Number: CEPNEDMA2510001,  Location: JUNCT MA RTES 25,28, & 6 (Lat: 41.776217,  Lng: -70.543639),  Route carried "on" structure: State highway 28,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 72.66m (238.39ft),  Average Daily Traffic: 44,240 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 79,000 (year 2040),  Design Load: HS 20,  Features Intersected: CAPE COD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 14.8m (48.6ft),  Navigation Control: Yes ( Vertical Clearance: 41.0m (134.5ft), Horizontal Clearance: 146.3m (480.0ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 187.7m (615.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 26.6 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: 20.1 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: Meets minimum limits,  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: 76.29m (250.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $5,651,000,  Roadway Improvement Cost: $565,000,  Total Project Cost: $8,477,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: CEPNEDMA2510011,  Location: 12.9 KM S OF GARDNER (Lat: 42.428656,  Lng: -72.028094),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 75 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 50 (year 2040),  Design Load: H 15,  Features Intersected: SPILLWAY CHANNEL,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $329,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $330,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: CEPNEDMA2510012,  Location: 12.9 KM S OF GARDNER (Lat: 42.390833,  Lng: -72.040575),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1938,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 20 (year 2014),  Average Future Daily Traffic: 20 (year 2042),  Design Load: H 15,  Features Intersected: MUDDY POND BROOK,  Facility Carried by Structure: PINE PLAINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.25m (10.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: CEPNEDMA2510015,  Location: 16.09 KM N OF GARDNER (Lat: 42.651514,  Lng: -72.108656),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1925,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 20 (year 2019),  Average Future Daily Traffic: 50 (year 2039),  Design Load: H 15,  Features Intersected: PRIEST BROOK,  Facility Carried by Structure: BURGESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.6 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: 38.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $23,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: CEPNEDMA2510017,  Location: 16.09 KM N OF GARDNER (Lat: 42.645339,  Lng: -72.105003),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1937,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 50 (year 2039),  Design Load: H 15,  Features Intersected: PRIEST BROOK,  Facility Carried by Structure: GOODNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.7 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: 15.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $16,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: G010011Y5DOTNBI,  Location: DIRECTLY ON TEMPLETON T.L (Lat: 42.573764,  Lng: -72.016092),  Route carried "on" structure: State highway 101,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,319 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,319 (year 2033),  Features Intersected: WATER OTTER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $295,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010021FQMUNNBI,  Location: 0.5 MI. S. OF ST-68 (Lat: 42.588383,  Lng: -72.041172),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 632 (year 2031),  Design Load: HS 20,  Features Intersected: WATER OTTER RIVER,  Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  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: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 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: 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: May 2020,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $472,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G010031KMDOTNBI,  Location: .5 MI E OF ST-68 (Lat: 42.559292,  Lng: -71.984311),  Route carried "on" structure: Alternate State highway 2A,  Year Built: 1924,  Year Reconstructed: 1929,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 4,916 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,161 (year 2033),  Features Intersected: WATER BENT TRAVERS POND,  Facility Carried by Structure: ST 2 A/W BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $802,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: G010041YDDOTNBI,  Location: .5 MI N OF BETTY SPRNG RD (Lat: 42.574369,  Lng: -71.948389),  Route carried "on" structure: State highway 140,  Year Built: 1980,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 11,416 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,583 (year 2031),  Design Load: H 20,  Features Intersected: RR BMRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 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: 51.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G0100521UDOT634,  Location: .3 MILES WEST OF ST. 140 (Lat: 42.568422,  Lng: -71.954428),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,300 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,053 (year 2033),  Design Load: HS 20,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY BETTY SPRING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,126,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $3,190,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G0100821TDOT634,  Location: .1 MI. NORTH OF ST-2A (Lat: 42.565769,  Lng: -71.996789),  Route carried "on" structure: City street ,  Year Built: 1885,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 4,000 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,317 (year 2031),  Design Load: HL 93,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G0101021XDOT634,  Location: @ CORNER OF SHERMAN ST (Lat: 42.575239,  Lng: -71.990589),  Route carried "on" structure: City street ,  Year Built: 1874,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,053 (year 2033),  Design Load: H 20,  Features Intersected: RR BMRR SPUR,  Facility Carried by Structure: HWY CROSS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $623,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $935,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G0101121WDOT634,  Location: BETWEEN CHESTNUT & PINE (Lat: 42.571667,  Lng: -71.985247),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,737 (year 2033),  Design Load: HS 20,  Features Intersected: RR BMRR,  Facility Carried by Structure: HWY LOGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $772,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G0101221RDOT634,  Location: 0.6 MI E OF ST-68 (Lat: 42.555617,  Lng: -71.984128),  Route carried "on" structure: City street ,  Year Built: 1908,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 2,000 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,949 (year 2032),  Design Load: HS 20,  Features Intersected: RR PWRR,  Facility Carried by Structure: HWY UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,105,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G01017B6QMUNNBI,  Location: 250 FT. S. OF MILL ST (Lat: 42.556578,  Lng: -71.986644),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 800 (year 2012),  Truck Traffic: 6%,  Design Load: HS 25 or greater,  Features Intersected: WATER BAKER BROOK,  Facility Carried by Structure: HWY WINTER ST
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 25 months,  Inspection Date: December 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $416,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $625,000 ( 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

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Structure Number: G01019ADYMUNNBI,  Location: 0.2 MI SW OF ROUTE 68 (Lat: 42.555078,  Lng: -71.994803),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 250 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 395 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WATER BAKER BROOK,  Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: December 2020,  Bridge Improvement Cost: $476,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $715,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: G010211FLMUNNBI,  Location: .1MI E OF RT68 BY RSDL PD (Lat: 42.555606,  Lng: -71.991606),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 650 (year 2015),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,027 (year 2032),  Features Intersected: WATER BAKER BROOK,  Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $1,452,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $2,179,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: G010221FMMUNNBI,  Location: AT SAWYER ST (Lat: 42.550000,  Lng: -72.000389),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 632 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: WATER BAKER BROOK,  Facility Carried by Structure: HWY MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 64.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $274,000 ( 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

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Structure Number: G010231FRMUNNBI,  Location: 0.2 M N OF RT-2A (Lat: 42.560575,  Lng: -71.983264),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 744 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,027 (year 2032),  Design Load: HS 20,  Features Intersected: WATER TRAVERS POND INLET,  Facility Carried by Structure: HWY TRAVERS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $561,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $842,000 ( 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

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Structure Number: G0102420KDOTNBI,  Location: AT CORNER OF BRIDGE ST. (Lat: 42.591275,  Lng: -72.034139),  Route carried "on" structure: State highway 68,  Year Built: 1939,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 2,938 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,686 (year 2032),  Features Intersected: WATER BAILEY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.361,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 88.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $374,000 ( Estimate for 2022)

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Structure Number: G010311NADOTNBI,  Location: .5 MI. E. OF ST-68 (Lat: 42.564075,  Lng: -71.978433),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 22,179 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 47,379 (year 2031),  Design Load: H 20,  Features Intersected: HWY PEARSON BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.411,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,264,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $3,397,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010311NBDOTNBI,  Location: .5 M E OF ST. 68 (Lat: 42.563897,  Lng: -71.978489),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 16,350 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 25,822 (year 2031),  Design Load: H 20,  Features Intersected: HWY PEARSON BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.411,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,053,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $3,080,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010321NCDOTNBI,  Location: .7 MI E OF ST-68 (Lat: 42.564522,  Lng: -71.979900),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 15,633 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,276 (year 2032),  Design Load: H 20,  Features Intersected: HWY PEARSON BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.411,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,106,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $3,160,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010321NDDOTNBI,  Location: .7 MILES EAST OF ST. 68 (Lat: 42.564383,  Lng: -71.980022),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,284 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,269 (year 2032),  Design Load: H 20,  Features Intersected: HWY PEARSON BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.411,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum 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: October 2021,  Bridge Improvement Cost: $1,948,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $2,923,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010341NEDOTNBI,  Location: .3 MI. E. OF ST 68 (Lat: 42.565822,  Lng: -71.983058),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 18,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,427 (year 2032),  Design Load: H 20,  Features Intersected: RR PWRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.706,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 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: 12.6m (41.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,197,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,796,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010341NFDOTNBI,  Location: .3 MILES E OF ST-68 (Lat: 42.565481,  Lng: -71.982839),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 18,742 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,586 (year 2032),  Design Load: H 20,  Features Intersected: RR PWRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.706,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,627,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,441,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010351NGDOTNBI,  Location: .5 MI.EST.OF ST-2A (Lat: 42.567025,  Lng: -71.992272),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 13,023 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,586 (year 2032),  Design Load: HS 20,  Features Intersected: ST 68 NB/TIMPANY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.430,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $250,000 ( 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

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Structure Number: G010351NHDOTNBI,  Location: .5 MI. EAST OF ST-2A (Lat: 42.566869,  Lng: -71.992125),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 13,893 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,586 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ST 68 NB/TIMPANY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.430,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $233,000 ( 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

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Structure Number: G010361NJDOTNBI,  Location: 1.5 MI E OF TEMPLETON TL (Lat: 42.566500,  Lng: -71.993650),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 13,023 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,427 (year 2032),  Design Load: HS 20,  Features Intersected: ST 68 SB/TIMPANY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.285,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $250,000 ( 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

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Structure Number: G010361NKDOTNBI,  Location: 1.5 MI W OF TEMPLETON TL (Lat: 42.566303,  Lng: -71.993556),  Route carried "on" structure: State highway 2,  Year Built: 1961,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 13,893 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,427 (year 2032),  Design Load: H 20,  Features Intersected: ST 68 SB/TIMPANY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.285,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $233,000 ( 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

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Structure Number: G010411BMMUNNBI,  Location: .3 MI.STH OF ST.2A (Lat: 42.556136,  Lng: -71.992894),  Route carried "on" structure: City street 68,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,562 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,419 (year 2031),  Features Intersected: WATER MILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.953,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $812,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010421NPDOTNBI,  Location: .25 MI E OF TEMPLETON TL (Lat: 42.559167,  Lng: -72.016583),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 37,903 (year 2032),  Design Load: H 20,  Features Intersected: HWY AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.112,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 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: 12.4m (40.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,346,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,020,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010421NQDOTNBI,  Location: 1 MI. W. OF RT-68 (Lat: 42.558725,  Lng: -72.016703),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 12,099 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,903 (year 2032),  Design Load: H 20,  Features Intersected: HWY AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.112,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $1,375,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,063,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010431NLDOTNBI,  Location: .3 MILES NORTH OF ST 68 (Lat: 42.564219,  Lng: -71.998125),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 11,427 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,586 (year 2031),  Design Load: H 20,  Features Intersected: ST 2 A/W BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.863,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,805,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,708,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010431NMDOTNBI,  Location: .3 MILES NORTH OF ST 68 (Lat: 42.564122,  Lng: -71.997844),  Route carried "on" structure: State highway 2,  Year Built: 1969,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 11,745 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,586 (year 2031),  Design Load: H 20,  Features Intersected: ST 2 A/W BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.863,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,802,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,704,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: G010481YCDOTNBI,  Location: 1.3 MI. N. OF ST-101 (Lat: 42.603728,  Lng: -71.980731),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 237 (year 2031),  Design Load: H 20,  Features Intersected: ST140,  Facility Carried by Structure: HWY KELTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $916,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up