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

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Structure Number: B270024UKMBTNBI,  Location: OVER GREEN LINE (Lat: 42.337733,  Lng: -71.141983),  Route carried "on" structure: City street ,  Year Built: 1850,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,000 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,738 (year 2030),  Design Load: H 20,  Features Intersected: TR GREEN LINE D,  Facility Carried by Structure: HWY DEAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 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 or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,898,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B270054UNMBTNBI,  Location: OVER GREEN LINE (Lat: 42.331908,  Lng: -71.118250),  Route carried "on" structure: City street ,  Year Built: 1884,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 24,300 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,268 (year 2032),  Design Load: H 20,  Features Intersected: TR GREEN LINE D,  Facility Carried by Structure: HWY WASHNGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Failed,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,081,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,622,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L080011C9MUNNBI,  Location: .25 MI NW OF RTE 13 (Lat: 42.542225,  Lng: -71.746172),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 8,521 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,372 (year 2032),  Design Load: H 20,  Features Intersected: WATER N NASHUA RIVER,  Facility Carried by Structure: HWY HAMILTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  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: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,052,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $4,579,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L080021LMDOTNBI,  Location: 500 FT E OF ST.2 (Lat: 42.539656,  Lng: -71.742444),  Route carried "on" structure: State highway 13,  Year Built: 1872,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 23,461 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,641 (year 2031),  Features Intersected: WATER N NASHUA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.463,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,528,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,293,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L08003AQAMUNNBI,  Location: 500 FT W OF I-190 (Lat: 42.519578,  Lng: -71.727253),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 5,528 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,948 (year 2032),  Design Load: HS 20,  Features Intersected: WATER N NASHUA RIVER,  Facility Carried by Structure: HWY MECHANIC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 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: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,876,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $4,315,000 ( 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: L080041CBMUNNBI,  Location: .1 M EAST OF ST. 12 (Lat: 42.526239,  Lng: -71.758558),  Route carried "on" structure: City street ,  Year Built: 1873,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 12,872 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,147 (year 2032),  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY MECHANIC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $478,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $718,000 ( Estimate for 2022)

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Structure Number: L080051KDDOTNBI,  Location: AT CORNER OF MANNING AVE (Lat: 42.525094,  Lng: -71.759475),  Route carried "on" structure: State highway 12,  Year Built: 1900,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 20,557 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,745 (year 2032),  Features Intersected: WATER MONOOSNOC BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $557,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $836,000 ( Estimate for 2022)

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Structure Number: L080061GBMUNNBI,  Location: .1 MI. W. OF RT. 12 (Lat: 42.523650,  Lng: -71.760061),  Route carried "on" structure: City street ,  Year Built: 1904,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,500 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,107 (year 2031),  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $719,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,079,000 ( Estimate for 2022)

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Structure Number: L08007AQ3MUNNBI,  Location: .25 MI SW OF RTE 12 (Lat: 42.522836,  Lng: -71.762603),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,194 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,423 (year 2031),  Design Load: HS 20,  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.957,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $513,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $770,000 ( 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: L080081GCMUNNBI,  Location: 1.9MI W OF RT.190 (Lat: 42.524969,  Lng: -71.764714),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,600 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,527 (year 2032),  Design Load: HS 20,  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY COTTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $956,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,435,000 ( 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: L080091CEMUNNBI,  Location: 200 FT EAST OF ELM STREET (Lat: 42.526511,  Lng: -71.766464),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1936,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,300 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,632 (year 2031),  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY POND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $3,269,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $4,904,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L080101CGMUNNBI,  Location: 0.3 MI W. OF WEST ST. (Lat: 42.528022,  Lng: -71.774964),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,200 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,212 (year 2032),  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY EXCHANGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Inventory Rating: 57.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,009,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,514,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: L080111CFMUNNBI,  Location: 1 MILE SOUTH OF ST 2 (Lat: 42.534975,  Lng: -71.775747),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,353 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,632 (year 2031),  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY GRANITE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  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: 2.5m (8.2ft),  Right: 1.0m (3.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $346,000 ( Estimate for 2022)

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Structure Number: L080121GDMUNNBI,  Location: @ INTERS. OF FAIRFIELD RD (Lat: 42.541933,  Lng: -71.780344),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 10,580 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,053 (year 2031),  Design Load: H 20,  Features Intersected: WATER MONOOSNOC RIVER,  Facility Carried by Structure: HWY WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $543,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $815,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L080131GEMUNNBI,  Location: AT BROOKS STREET (Lat: 42.545128,  Lng: -71.781217),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,300 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,632 (year 2031),  Features Intersected: WATER MONOOSNOC RIVER,  Facility Carried by Structure: HWY LINDELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $698,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L08014B4VMUNNBI,  Location: .4 MI N OF MECHANIC ST (Lat: 42.530100,  Lng: -71.752722),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 4,000 (year 2018),  Truck Traffic: 10%,  Design Load: HL 93,  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY WHITNEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 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: 38.9 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: L080151CHMUNNBI,  Location: .25MI. EAST OF ST-12 (Lat: 42.527994,  Lng: -71.754939),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 6,233 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,425 (year 2031),  Design Load: HS 20,  Features Intersected: WATER MONOOSNOC BROOK,  Facility Carried by Structure: HWY WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $955,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,433,000 ( 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: L08019227DOT634,  Location: .1 MI. N. OF ST-2 (Lat: 42.522106,  Lng: -71.713728),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 8,300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,108 (year 2031),  Design Load: HS 20,  Features Intersected: RR MBTA/BMRR,  Facility Carried by Structure: HWY HARVARD ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $766,000 ( 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: L080241KEDOTNBI,  Location: 2000 FT W OF HAMILTON ST (Lat: 42.546328,  Lng: -71.761250),  Route carried "on" structure: State highway 12,  Year Built: 1949,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 32,084 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,593 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: ST 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.076,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 81.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: L0802620VDOTNBI,  Location: 1.2 MI W OF ST-12 (Lat: 42.551486,  Lng: -71.782644),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 24,400 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,482 (year 2031),  Design Load: HS 20,  Features Intersected: ST 2,  Facility Carried by Structure: HWY MERRIAM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,298,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,948,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: L0802820WDOTNBI,  Location: .5 MILES WEST OF ST-13 (Lat: 42.543011,  Lng: -71.752192),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 10,966 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,823 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ST 2,  Facility Carried by Structure: HWY HAMILTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: L080301LLDOTNBI,  Location: 0.5 MI EAST OF ST 12 (Lat: 42.537511,  Lng: -71.744017),  Route carried "on" structure: State highway 13,  Year Built: 1949,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 24,000 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 61,593 (year 2031),  Design Load: H 20,  Features Intersected: ST 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,862,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,794,000 ( 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: L080311NXDOTNBI,  Location: .2 MI S. OF ST 13 (Lat: 42.534278,  Lng: -71.739747),  Route carried "on" structure: State highway 2,  Year Built: 1951,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 64,520 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,862 (year 2031),  Design Load: H 20,  Features Intersected: WATER N NASHUA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.206,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,129,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $7,694,000 ( 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: L080366RJMUNNBI,  Location: 60M N. OF EXCH ST. (Lat: 42.528147,  Lng: -71.776089),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 550 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 474 (year 0021),  Features Intersected: WATER S MONOOSNOC BROOK,  Facility Carried by Structure: HWY KINGMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Channel: Serious,  Culverts: Satisfactory,  Inventory Rating: 65.0 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $434,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L080381VVDOTNBI,  Location: .6 MI S OF ST-2 (Lat: 42.507892,  Lng: -71.721317),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,137 (year 2031),  Design Load: HS 20,  Features Intersected: I 190,  Facility Carried by Structure: HWY J APPLSD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,701,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $2,552,000 ( 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: L080391VWDOTNBI,  Location: .2 MI S OF ST-2 (Lat: 42.519844,  Lng: -71.725486),  Route carried "on" structure: Interstate 190,  Year Built: 1977,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 25,140 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,217 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY MECHANIC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.724,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  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: 22.0m (72.2ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,427,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,141,000 ( 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: L080391VXDOTNBI,  Location: .2 M S OF ST-2 (Lat: 42.519889,  Lng: -71.724811),  Route carried "on" structure: Interstate 190,  Year Built: 1976,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 18,492 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,217 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY MECHANIC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,292,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,939,000 ( 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: L080401W2DOTNBI,  Location: .25 MI. W. OF LANCSTR PIT (Lat: 42.520092,  Lng: -71.722972),  Route carried "on" structure: Ramp Interstate 190,  Year Built: 1977,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 11,576 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,634 (year 2031),  Design Load: HS 20,  Features Intersected: HWY MECHANIC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,397,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $3,596,000 ( 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: L080411W4DOTNBI,  Location: .2 MI. WEST OF I-190 (Lat: 42.521881,  Lng: -71.729719),  Route carried "on" structure: Ramp State highway ,  Year Built: 1977,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 24,840 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,372 (year 2031),  Design Load: HS 20,  Features Intersected: WATER N NASHUA RIVER,  Facility Carried by Structure: HWY LEOMSTR CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $8,982,000,  Roadway Improvement Cost: $899,000,  Total Project Cost: $13,474,000 ( 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: L080421VYDOTNBI,  Location: .1 MI N OF MECHANIC ST (Lat: 42.522328,  Lng: -71.726269),  Route carried "on" structure: Interstate 190,  Year Built: 1977,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 15,392 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,058 (year 2031),  Design Load: HS 20,  Features Intersected: HWY LEOMINSTER CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.234,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $528,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $793,000 ( 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: L080421W0DOTNBI,  Location: .5 MI. S. ST. 13 (Lat: 42.522239,  Lng: -71.727069),  Route carried "on" structure: Interstate 190,  Year Built: 1977,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 21,768 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,058 (year 2031),  Design Load: HS 20,  Features Intersected: HWY LEOMINSTER CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.234,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,294,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $3,442,000 ( 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: L080431W3DOTNBI,  Location: .5 MILES SOUTH OF RTE 13 (Lat: 42.522108,  Lng: -71.723578),  Route carried "on" structure: Ramp Interstate 190,  Year Built: 1977,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 2,821 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,265 (year 2032),  Design Load: HS 20,  Features Intersected: ST 2 EB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,146,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,720,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: L080441NTDOTNBI,  Location: .1 MI. E. OF I-190 (Lat: 42.522761,  Lng: -71.723639),  Route carried "on" structure: State highway 2,  Year Built: 1975,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 21,392 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 39,482 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY ST 2 WB OFF RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.698,  Lanes on structure: 2,  Lanes under structure: 1,  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: 34.1m (111.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,099,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $3,149,000 ( 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: L080441NUDOTNBI,  Location: .1 MI. EST.OF I-190 (Lat: 42.522881,  Lng: -71.722633),  Route carried "on" structure: State highway 2,  Year Built: 1975,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 25,511 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 39,482 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HWY ST 2 WB OFF RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.698,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.5m (142.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,602,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $3,904,000 ( 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: L080451W1DOTNBI,  Location: .2 MI N OF MECHANIC ST (Lat: 42.524414,  Lng: -71.727992),  Route carried "on" structure: Interstate 190,  Year Built: 1975,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 18,528 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,793 (year 2032),  Design Load: HS 20,  Features Intersected: ST 2 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.255,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.4m (158.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,928,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $4,393,000 ( 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: L080461W5DOTNBI,  Location: .1 MI W. OF I-190 N. END (Lat: 42.522778,  Lng: -71.732278),  Route carried "on" structure: State highway ,  Year Built: 1977,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 11,210 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,690 (year 2031),  Design Load: HS 20,  Features Intersected: WATER N NASHUA RIVER,  Facility Carried by Structure: HWY NASHUA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $792,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,189,000 ( 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: L080471NVDOTNBI,  Location: .5 MI N OF MECHANIC ST. (Lat: 42.528869,  Lng: -71.734122),  Route carried "on" structure: State highway 2,  Year Built: 1975,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 32,923 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,965 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HWY NASHUA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.861,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $955,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,433,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up