HWY WEST ST over WATER CHICOPEE RIVER (Route: 0)
Num:L160160M7MUNNBIx
Open: no restriction [A]
Built: 1939, Reconstructed: 1993
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Closed Grating [4] with Wearing Surface: Epoxy Overlay [5]

Bridge Dimensions
Length: 57.3 m = 188.0 ft
Main Spans: 1 at 55.5 m = 182.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 7.3 m = 24.0 ft (2 Lanes) and Out-To-Out: 8 m = 26.2 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 4.31 m = 14.1 ft and Navigational Clearance: 0 = N/A

Location
Ludlow [37175]: Hampden County [013], Massachusetts [25]
Owned by Town or Township Highway Agency [03], DOT District: 2
.2 MI S OF RTE 90

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 51.2 metric ton = 56.3 tons (Load Factor(LF) [1])
Inventory: 30.7 metric ton = 33.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Basically intolerable requiring high priority of corrrective action [3]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 13750 (2019) and Trucks: 4%
Future ADT: 10717 (In 2032 )

I 90 EB over HWY WEST ST (Route: 90)
Num:L160174JMDOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: 1995
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 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: 35.7 m = 117.1 ft
Main Spans: 3 at 16.6 m = 54.5 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 13.7 m = 44.9 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Ludlow [37175]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
2 MI W EXIT 7 G15

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 80.9 metric ton = 89.0 tons (Load Factor(LF) [1])
Inventory: 48.4 metric ton = 53.2 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present desirable criteria [8]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2021 [0221] and Frequency: 24

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 54569 (2017) and Trucks: 12%
Future ADT: 67005 (In 2032 )

I 90 WB over HWY WEST ST (Route: 90)
Num:L160174JNDOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: 1995
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 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: 35.7 m = 117.1 ft
Main Spans: 3 at 16.6 m = 54.5 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 13.7 m = 44.9 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Ludlow [37175]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
.5 MI N.LONG POND G15

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 79.5 metric ton = 87.5 tons (Load Factor(LF) [1])
Inventory: 47.6 metric ton = 52.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present desirable criteria [8]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2021 [0221] and Frequency: 24

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 54569 (2017) and Trucks: 12%
Future ADT: 67005 (In 2032 )