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Nearby Bridges in NBI 2021: 5


HWY COUNTY RD over WATER FALL BROOK (Route: 0)
Num:F090013X9DOTNBIx
Open: no restriction [A]
Built: 1941, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]
Bridge Dimensions
Length: 13.7 m = 44.9 ft
Main Spans: 1 at 12.8 m = 42.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (2 Lanes) and Out-To-Out: 20.4 m = 66.9 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Freetown [25240]: Bristol County [005], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 5
AT JCT WASHBURN RD
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design:
Operating: 67.6 metric ton = 74.4 tons (Allowable Stress(AS) [2])
Inventory: 48 metric ton = 52.8 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 6900 (2018) and Trucks: 6%
Future ADT: 15951 (In 2031 )
ST140 NB over HWY WASHBURN RD (Route: 140)
Num:F090193NPDOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 39.2 m = 128.6 ft
Main Spans: 3 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 17
Width, Roadway: 13.4 m = 44.0 ft (2 Lanes) and Out-To-Out: 15 m = 49.2 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Freetown [25240]: Bristol County [005], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 5
.9 MI S OF LAKEVIL TL
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 40.1 metric ton = 44.1 tons (Load Factor(LF) [1])
Inventory: 24 metric ton = 26.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 16241 (2016) and Trucks: 5%
Future ADT: 25585 (In 2031 )
ST140 over WATER FALL BROOK (Route: 140)
Num:F090183NNDOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: 1968
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]
Bridge Dimensions
Length: 6.5 m = 21.3 ft
Main Spans: 2 at 3 m = 9.8 ft
Approach Spans: 0
Skew: 7
Width, Roadway: 0 m = 0.0 ft (5 Lanes) and Out-To-Out: 0 m = 0.0 ft for a 27.1 m = 88.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Freetown [25240]: Bristol County [005], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 5
1.0 MI S OF LAKEVIL T.L.
Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 44.1 metric ton = 48.5 tons ()
Inventory: 32.4 metric ton = 35.6 tons ()
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: N/A [N]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: November 2020 [1120] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 33700 (2017) and Trucks: 3%
Future ADT: 51327 (In 2031 )
ST140 SB over HWY WASHBURN RD (Route: 140)
Num:F090223NQDOTNBIx
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 36.3 m = 119.1 ft
Main Spans: 3 at 16.2 m = 53.2 ft
Approach Spans: 0
Skew: 3
Width, Roadway: 12.5 m = 41.0 ft (2 Lanes) and Out-To-Out: 13.8 m = 45.3 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Freetown [25240]: Bristol County [005], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 5
.9 MI S OF LAKEVIL T L
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: M 18 / H 20 [4]
Operating: 50.4 metric ton = 55.4 tons (Load Factor(LF) [1])
Inventory: 29.7 metric ton = 32.7 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 16900 (2017) and Trucks: 8%
Future ADT: 25585 (In 2031 )
HWY CHACE RD over ST140 (Route: 0)
Num:F090173YNDOTNBIx
Posted for load [P]
Built: 1957, Reconstructed: 1968
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]
Bridge Dimensions
Length: 74.4 m = 244.1 ft
Main Spans: 4 at 23.8 m = 78.1 ft
Approach Spans: 0
Skew: 9
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 15.1 m = 49.5 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Freetown [25240]: Bristol County [005], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 5
1.2 MI S OF LAKEVIL T.L.
Condition
Deck: Serious [3]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: M 18 / H 20 [4]
Operating: 41.3 metric ton = 45.4 tons (Load Factor(LF) [1])
Inventory: 24.8 metric ton = 27.3 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 6
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 10500 (2018) and Trucks: 7%
Future ADT: 23690 (In 2031 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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