Bridge Statistics for Milford, New Hampshire (NH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 92ft / 27.9mTotal length
- $34,562,000Total costs
- 146,704Total average daily traffic
- 8,070Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milford
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 101970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 70.0%Good
- 10.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 40.0%Good
- 30.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Substructure
- 10.0%Very good
- 80.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
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Structure Number: 37018400102, Location: .2 MI FROM RAYMOND TL (Lat: 43.062581, Lng: -71.243236), Route carried "on" structure: State highway 27, Year Built: 1932, Year Reconstructed: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,477 (year 2042), Design Load: H 15, Features Intersected: NORTH BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37018400102, Location: .2 MI FROM RAYMOND TL (Lat: 43.062581, Lng: -71.243236), Route carried "on" structure: State highway 27, Year Built: 1932, Year Reconstructed: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,477 (year 2042), Design Load: H 15, Features Intersected: NORTH BRANCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 172006900118, Location: 1/4 MILE S OF SAVAGE RD (Lat: 42.829142, Lng: -71.702397), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,495 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,212 (year 2042), Features Intersected: TUCKER BROOK, Facility Carried by Structure: WHITTEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.539, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022)
Structure Number: 172006900118, Location: 1/4 MILE S OF SAVAGE RD (Lat: 42.829142, Lng: -71.702397), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,495 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,212 (year 2042), Features Intersected: TUCKER BROOK, Facility Carried by Structure: WHITTEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.539, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022)
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Structure Number: 172007600152, Location: .64 MI LYNDEBORO TL. (Lat: 42.852800, Lng: -71.694003), Route carried "on" structure: State highway , Year Built: 1978, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,048 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,031 (year 2042), Design Load: HS 20+Mod, Features Intersected: PURGATORY BROOK, Facility Carried by Structure: NORTH RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172007600152, Location: .64 MI LYNDEBORO TL. (Lat: 42.852800, Lng: -71.694003), Route carried "on" structure: State highway , Year Built: 1978, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,048 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,031 (year 2042), Design Load: HS 20+Mod, Features Intersected: PURGATORY BROOK, Facility Carried by Structure: NORTH RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 172008300124, Location: 0.3 MI W JCT RTE 13 (Lat: 42.834225, Lng: -71.692967), Route carried "on" structure: State highway 101, Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 14,961 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,142 (year 2042), Design Load: HS 20+Mod, Features Intersected: PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.359, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172008300124, Location: 0.3 MI W JCT RTE 13 (Lat: 42.834225, Lng: -71.692967), Route carried "on" structure: State highway 101, Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 14,961 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,142 (year 2042), Design Load: HS 20+Mod, Features Intersected: PERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.359, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 17200990015, Location: 1.1 MI FR MT VERNON TL (Lat: 42.850647, Lng: -71.672547), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,852 (year 2042), Design Load: HL 93, Features Intersected: HARTSHORN BROOK, Facility Carried by Structure: JENNISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.304, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17200990015, Location: 1.1 MI FR MT VERNON TL (Lat: 42.850647, Lng: -71.672547), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,852 (year 2042), Design Load: HL 93, Features Intersected: HARTSHORN BROOK, Facility Carried by Structure: JENNISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.304, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 172011200113, Location: 1.0 MI W JCT NH 13. (Lat: 42.823517, Lng: -71.660661), Route carried "on" structure: State highway 101, Year Built: 1977, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 14,961 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 22,142 (year 2042), Design Load: HS 20+Mod, Features Intersected: OSGOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.288, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172011200113, Location: 1.0 MI W JCT NH 13. (Lat: 42.823517, Lng: -71.660661), Route carried "on" structure: State highway 101, Year Built: 1977, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 14,961 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 22,142 (year 2042), Design Load: HS 20+Mod, Features Intersected: OSGOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.288, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 172012200126, Location: 0.1 MI FR UNION ST (Lat: 42.832319, Lng: -71.649825), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,599 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,366 (year 2042), Design Load: HS 25 or greater, Features Intersected: GREAT BROOK, Facility Carried by Structure: LINCOLN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 172012200126, Location: 0.1 MI FR UNION ST (Lat: 42.832319, Lng: -71.649825), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,599 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,366 (year 2042), Design Load: HS 25 or greater, Features Intersected: GREAT BROOK, Facility Carried by Structure: LINCOLN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 172012300133, Location: 0.1 MI FROM MAPLE ST (Lat: 42.836514, Lng: -71.649531), Route carried "on" structure: State highway 13, Year Built: 1931, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 12,480 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,470 (year 2042), Design Load: H 15, Features Intersected: SOUHEGAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.842, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 16 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 172012300133, Location: 0.1 MI FROM MAPLE ST (Lat: 42.836514, Lng: -71.649531), Route carried "on" structure: State highway 13, Year Built: 1931, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 12,480 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,470 (year 2042), Design Load: H 15, Features Intersected: SOUHEGAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.842, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 16 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 172012800105, Location: 1 MI S MILFORD VILLAGE (Lat: 42.817131, Lng: -71.646119), Route carried "on" structure: State highway 101, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 20,817 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,809 (year 2042), Design Load: HS 20+Mod, Features Intersected: NH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.720, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172012800105, Location: 1 MI S MILFORD VILLAGE (Lat: 42.817131, Lng: -71.646119), Route carried "on" structure: State highway 101, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 20,817 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,809 (year 2042), Design Load: HS 20+Mod, Features Intersected: NH 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.720, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 172014200106, Location: 0.8 M W AMHERST T.L. (Lat: 42.817506, Lng: -71.633000), Route carried "on" structure: State highway 101, Year Built: 1971, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20,817 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 30,809 (year 2042), Design Load: HS 20, Features Intersected: PONEMAH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.803, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172014200106, Location: 0.8 M W AMHERST T.L. (Lat: 42.817506, Lng: -71.633000), Route carried "on" structure: State highway 101, Year Built: 1971, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20,817 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 30,809 (year 2042), Design Load: HS 20, Features Intersected: PONEMAH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.803, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 172015500115, Location: 0.2 MI W. AMHERST T.L. (Lat: 42.824739, Lng: -71.617281), Route carried "on" structure: State highway 101, Year Built: 1971, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 12,745 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,862 (year 2042), Design Load: HS 20+Mod, Features Intersected: NH101A,PAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.395, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.36m (33.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172015500115, Location: 0.2 MI W. AMHERST T.L. (Lat: 42.824739, Lng: -71.617281), Route carried "on" structure: State highway 101, Year Built: 1971, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 12,745 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,862 (year 2042), Design Load: HS 20+Mod, Features Intersected: NH101A,PAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.395, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.36m (33.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,142,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 172011200113, Location: 1.0 MI W JCT NH 13. (Lat: 42.823517, Lng: -71.660661), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2014), Truck Traffic: 1%, Features Intersected: OSGOOD ROAD, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 172011200113, Location: 1.0 MI W JCT NH 13. (Lat: 42.823517, Lng: -71.660661), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2014), Truck Traffic: 1%, Features Intersected: OSGOOD ROAD, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 172012800105, Location: 1 MI S MILFORD VILLAGE (Lat: 42.817131, Lng: -71.646119), Route carried "under" structure: State highway 13, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 4%, Features Intersected: NH 13, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 172012800105, Location: 1 MI S MILFORD VILLAGE (Lat: 42.817131, Lng: -71.646119), Route carried "under" structure: State highway 13, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 4%, Features Intersected: NH 13, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 172014200106, Location: 0.8 M W AMHERST T.L. (Lat: 42.817506, Lng: -71.633000), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2013), Features Intersected: PONEMAH HILL ROAD, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 172014200106, Location: 0.8 M W AMHERST T.L. (Lat: 42.817506, Lng: -71.633000), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2013), Features Intersected: PONEMAH HILL ROAD, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 172015500115, Location: 0.2 MI W. AMHERST T.L. (Lat: 42.824739, Lng: -71.617281), Route carried "under" structure: State highway 101A, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 30,504 (year 2015), Truck Traffic: 5%, Features Intersected: NH101A,PAR, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 172015500115, Location: 0.2 MI W. AMHERST T.L. (Lat: 42.824739, Lng: -71.617281), Route carried "under" structure: State highway 101A, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 30,504 (year 2015), Truck Traffic: 5%, Features Intersected: NH101A,PAR, Facility Carried by Structure: NH101
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)