Bridge Statistics for Dighton, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 56ft / 16.6mTotal length
- $9,725,000Total costs
- 51,561Total average daily traffic
- 3,740Total average daily truck traffic
- 124,605Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dighton
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11910-1919
- 31930-1939
- 51950-1959
- 21960-1969
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 9.1%Very good
- 45.5%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 41.7%Good
- 16.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 41.7%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 7.1%Very good
- 71.4%Good
- 14.3%Satisfactory
- 7.1%Fair
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Structure Number: D080013L8MUNNBI, Location: DIGHTON/SOMERSET LINE (Lat: 41.790911, Lng: -71.124447), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 1,119 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,632 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER BROAD COVE, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $868,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,303,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: D080013L8MUNNBI, Location: DIGHTON/SOMERSET LINE (Lat: 41.790911, Lng: -71.124447), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 1,119 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,632 (year 2031), Design Load: HS 20+Mod, Features Intersected: WATER BROAD COVE, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $868,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,303,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: D080023L9MUNNBI, Location: AT INT OF MUDDY COVE LN (Lat: 41.809533, Lng: -71.119689), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1949, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,271 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,317 (year 2031), Features Intersected: WATER MUDDY COVE BROOK, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $44,000, Total Project Cost: $649,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D080023L9MUNNBI, Location: AT INT OF MUDDY COVE LN (Lat: 41.809533, Lng: -71.119689), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1949, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,271 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,317 (year 2031), Features Intersected: WATER MUDDY COVE BROOK, Facility Carried by Structure: HWY PLEASANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $44,000, Total Project Cost: $649,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: D080053L7MUNNBI, Location: .5 MI N OF MAIN ST (Lat: 41.823394, Lng: -71.124639), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,001 (year 2031), Design Load: H 20, Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $487,000, Roadway Improvement Cost: $49,000, Total Project Cost: $731,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: D080053L7MUNNBI, Location: .5 MI N OF MAIN ST (Lat: 41.823394, Lng: -71.124639), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,001 (year 2031), Design Load: H 20, Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $487,000, Roadway Improvement Cost: $49,000, Total Project Cost: $731,000 ( 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: D08006BJMMUNNBI, Location: 0.2 MI W OF RT 138 (Lat: 41.825542, Lng: -71.126933), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY BROOK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, 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: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: D08006BJMMUNNBI, Location: 0.2 MI W OF RT 138 (Lat: 41.825542, Lng: -71.126933), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 3%, Design Load: HL 93, Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY BROOK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, 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: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 42.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: D080083LAMUNNBI, Location: 1 MI.WEST OF ST.138 (Lat: 41.840031, Lng: -71.142778), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1920, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 10,265 (year 2032), Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $538,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D080083LAMUNNBI, Location: 1 MI.WEST OF ST.138 (Lat: 41.840031, Lng: -71.142778), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1920, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 10,265 (year 2032), Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $538,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: D0801094NMUNNBI, Location: 2.8 MI. S OF TAUNTON T.L. (Lat: 41.844864, Lng: -71.157472), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 15,477 (year 2032), Design Load: H 20, Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY WILLIAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $22,000, Total Project Cost: $317,000 ( Estimate for 2022)
Structure Number: D0801094NMUNNBI, Location: 2.8 MI. S OF TAUNTON T.L. (Lat: 41.844864, Lng: -71.157472), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 15,477 (year 2032), Design Load: H 20, Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY WILLIAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $22,000, Total Project Cost: $317,000 ( Estimate for 2022)
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Structure Number: D0801372WMUNNBI, Location: JUST WEST ST 138 (Lat: 41.855975, Lng: -71.116000), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,263 (year 2033), Design Load: HS 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY OLD SMRST AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 74.2 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 desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $662,000, Roadway Improvement Cost: $67,000, Total Project Cost: $994,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D0801372WMUNNBI, Location: JUST WEST ST 138 (Lat: 41.855975, Lng: -71.116000), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,263 (year 2033), Design Load: HS 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY OLD SMRST AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 74.2 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 desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $662,000, Roadway Improvement Cost: $67,000, Total Project Cost: $994,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: D080143J9MUNNBI, Location: WEST OF D08020 (3JA) (Lat: 41.864539, Lng: -71.122025), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 4,108 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 13,108 (year 2031), Design Load: H 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.075, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 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: Equal to present minimum criteria, 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: July 2020, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $5,000, Total Project Cost: $70,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: D080143J9MUNNBI, Location: WEST OF D08020 (3JA) (Lat: 41.864539, Lng: -71.122025), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 4,108 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 13,108 (year 2031), Design Load: H 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.075, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 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: Equal to present minimum criteria, 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: July 2020, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $5,000, Total Project Cost: $70,000 ( 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: D080153LDMUNNBI, Location: .2 MI S OF MAIN ST (Lat: 41.813578, Lng: -71.128592), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,369 (year 2032), Design Load: H 20, Features Intersected: WATER MUDDY COVE BROOK, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $41,000, Total Project Cost: $610,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: D080153LDMUNNBI, Location: .2 MI S OF MAIN ST (Lat: 41.813578, Lng: -71.128592), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,369 (year 2032), Design Load: H 20, Features Intersected: WATER MUDDY COVE BROOK, Facility Carried by Structure: HWY ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $41,000, Total Project Cost: $610,000 ( 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: D080163WEDOTNBI, Location: .1 MI.S OF MAIN ST (Lat: 41.811836, Lng: -71.121556), Route carried "on" structure: State highway 138, Year Built: 1963, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,211 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: H 20, Features Intersected: WATER MUDDY COVE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, 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: June 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Internally Sealed
Structure Number: D080163WEDOTNBI, Location: .1 MI.S OF MAIN ST (Lat: 41.811836, Lng: -71.121556), Route carried "on" structure: State highway 138, Year Built: 1963, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,211 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 15,793 (year 2032), Design Load: H 20, Features Intersected: WATER MUDDY COVE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, 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: June 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Internally Sealed
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Structure Number: D080183WDDOTNBI, Location: 1.5 MI. N OF CENTER ST. (Lat: 41.855486, Lng: -71.115444), Route carried "on" structure: State highway 138, Year Built: 1932, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,928 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 16,109 (year 2032), Features Intersected: WATER THREE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 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: 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: December 2021, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,328,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D080183WDDOTNBI, Location: 1.5 MI. N OF CENTER ST. (Lat: 41.855486, Lng: -71.115444), Route carried "on" structure: State highway 138, Year Built: 1932, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,928 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 16,109 (year 2032), Features Intersected: WATER THREE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 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: 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: December 2021, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,328,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: D080203JAMUNNBI, Location: @ TAUNTON TOWN LINE (Lat: 41.864411, Lng: -71.121389), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,108 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 13,108 (year 2031), Design Load: H 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, 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: 1.5m (4.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 69.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: July 2020, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $103,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: D080203JAMUNNBI, Location: @ TAUNTON TOWN LINE (Lat: 41.864411, Lng: -71.121389), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,108 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 13,108 (year 2031), Design Load: H 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, 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: 1.5m (4.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 69.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: July 2020, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $103,000 ( 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: D080213J7MUNNBI, Location: 1 MI SOUTH OF ST 44 (Lat: 41.866931, Lng: -71.125294), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,244 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 17,372 (year 2032), Design Load: HS 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY WARNER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), 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: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable 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: March 2021, Bridge Improvement Cost: $1,740,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,611,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: D080213J7MUNNBI, Location: 1 MI SOUTH OF ST 44 (Lat: 41.866931, Lng: -71.125294), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,244 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 17,372 (year 2032), Design Load: HS 20, Features Intersected: WATER THREE MILE RIVER, Facility Carried by Structure: HWY WARNER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), 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: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable 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: March 2021, Bridge Improvement Cost: $1,740,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,611,000 ( 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: D080223LEMUNNBI, Location: .2 MI W OF WILLIAM ST (Lat: 41.846289, Lng: -71.164394), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,572 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 6,791 (year 2032), Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY HORTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: Fair, Inventory Rating: 87.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000 ( Estimate for 2022)
Structure Number: D080223LEMUNNBI, Location: .2 MI W OF WILLIAM ST (Lat: 41.846289, Lng: -71.164394), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,572 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 6,791 (year 2032), Features Intersected: WATER SEGREGANSET RIVER, Facility Carried by Structure: HWY HORTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: Fair, Inventory Rating: 87.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000 ( Estimate for 2022)