ST 8 A/N HEATH RD over WATER MILL BROOK (Route: 8)
Num:C050050ELMUNNBIx
Open: no restriction [A]
Built: 1950, Reconstructed: 2009
Historic: Bridge is on the NRHP. [1]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Wood or timber [7] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Wood or Timber [8] with Wearing Surface: Wood or Timber [7]

Bridge Dimensions
Length: 28.7 m = 94.2 ft
Main Spans: 1 at 28 m = 91.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 9.8 m = 32.2 ft for a 7.3 m = 24.0 ft approaching roadway.
Vertical Clearance: 4.41 m = 14.5 ft and Navigational Clearance: 0 = N/A

Location
Charlemont [12505]: Franklin County [011], Massachusetts [25]
Owned by Town or Township Highway Agency [03], DOT District: 1
.45 KM N OF RTE 2

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 50.2 metric ton = 55.2 tons (Allowable Stress(AS) [2])
Inventory: 33.4 metric ton = 36.7 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Basically intolerable requiring high priority of replacement [2]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed: Replacement of bridge or other structure because of relocation of road. [32]
Bridge Detour: 1.8 km = 1.1 mi
Traffic
ADT: 1035 (2019) and Trucks: 10%
Future ADT: 1263 (In 2032 )

ST 2 over WATER MILL BROOK (Route: 2)
Num:C050110JEDOTNBIx
Open: no restriction [A]
Built: 1938, Reconstructed: 2009
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 19.9 m = 65.3 ft
Main Spans: 1 at 19.2 m = 63.0 ft
Approach Spans: 0
Skew: 43
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 15.3 m = 50.2 ft for a 11.1 m = 36.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Charlemont [12505]: Franklin County [011], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 1
AT HIGH ST. & TOWN GARAGE

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 77.9 metric ton = 85.7 tons (Load Factor(LF) [1])
Inventory: 46.6 metric ton = 51.3 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
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: Equal to present desirable criteria [8] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inspections
Date: November 1999 [1199] and Frequency: 24

Future Work
Work Needed: Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Bridge Detour: 2.7 km = 1.7 mi
Traffic
ADT: 4555 (2018) and Trucks: 10%
Future ADT: 3790 (In 2032 )