HWY HOWE ST over RR MBTA/CSX (Route: 0)
Num:A1401329CDOT634x
Open: no restriction [A]
Built: 1990, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] 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: 27.7 m = 90.9 ft
Main Spans: 1 at 26.5 m = 86.9 ft
Approach Spans: 0
Skew: 24
Width, Roadway: 10.4 m = 34.1 ft (2 Lanes) and Out-To-Out: 13 m = 42.7 ft for a 10.7 m = 35.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Ashland [02130]: Middlesex County [017], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 3
.1 MI S OF CORDAVILLE RD

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 71.2 metric ton = 78.3 tons (Load Factor(LF) [1])
Inventory: 42.7 metric ton = 47.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Basically intolerable requiring high priority of replacement [2]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2020 [0220] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of relocation of road. [32]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 600 (2014) and Trucks: 5%
Future ADT: 948 (In 2031 )

HWY HOWE ST over WATER SUDBURY RIVER (Route: 0)
Num:A1400825KMUNNBIx
Open: no restriction [A]
Built: 1990, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 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: 32 m = 105.0 ft
Main Spans: 1 at 29.6 m = 97.1 ft
Approach Spans: 0
Skew: 29
Width, Roadway: 10.4 m = 34.1 ft (2 Lanes) and Out-To-Out: 13 m = 42.7 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Ashland [02130]: Middlesex County [017], Massachusetts [25]
Owned by Town or Township Highway Agency [03], DOT District: 3
1MI. N OF HOPKINTON TL.

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 66 metric ton = 72.6 tons (Allowable Stress(AS) [2])
Inventory: 42.7 metric ton = 47.0 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: December 2020 [1220] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 1300 (2018) and Trucks: 5%
Future ADT: 2053 (In 2031 )