I 90 over WATER CONNECTICUT RIVER (Route: 90)
Num:C130234HLDOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: 1982
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 continuous [4] Girder and floorbeam system [03]
Approach Span(s): Concrete [1] Tee beam [04]
Deck: Concrete Precast Panels [2] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 428.2 m = 1404.9 ft
Main Spans: 6 at 68.3 m = 224.1 ft
Approach Spans: 4
Skew: 0
Width, Roadway: 23.5 m = 77.1 ft (4 Lanes) and Out-To-Out: 25.6 m = 84.0 ft for a 22.6 m = 74.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 15.8 m = 51.8 ft

Location
Chicopee [13660]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
MM 46.3 ON I-90

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 31.5 metric ton = 34.7 tons (Load Factor(LF) [1])
Inventory: 18.9 metric ton = 20.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
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: August 1999 [899] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.9 km = 0.6 mi
Traffic
ADT: 49500 (2019) and Trucks: 9%
Future ADT: 51060 (In 2032 )

I 90 over US 5 RIVERDALE ST (Route: 90)
Num:W210314K5DOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: 1982
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: 29.5 m = 96.8 ft
Main Spans: 1 at 28.3 m = 92.9 ft
Approach Spans: 0
Skew: 23
Width, Roadway: 23.3 m = 76.4 ft (4 Lanes) and Out-To-Out: 25.6 m = 84.0 ft for a 23.3 m = 76.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
West Springfield [77850]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
.4 MI E. INT. 4 G3

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.2 metric ton = 71.7 tons (Load Factor(LF) [1])
Inventory: 39 metric ton = 42.9 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: March 1999 [399] 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: 47245 (2016) and Trucks: 8%
Future ADT: 76451 (In 2032 )

HWY RP TO I90&91 over US 5 RIVERDALE ST (Route: 91)
Num:W21032159DOTNBIx
Open: no restriction [A]
Built: 1953, Reconstructed: 1997
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 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: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 29.7 m = 97.4 ft
Main Spans: 1 at 28 m = 91.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 13.6 m = 44.6 ft (2 Lanes) and Out-To-Out: 15.9 m = 52.2 ft for a 13.6 m = 44.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
West Springfield [77850]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
JCT US 5

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.8 metric ton = 72.4 tons (Load Factor(LF) [1])
Inventory: 39.5 metric ton = 43.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 8405 (2016) and Trucks: 8%
Future ADT: 316 (In 2031 )

I 90 over HWY GRANGER ST (Route: 90)
Num:C130294J8DOTNBIx
Open: no restriction [A]
Built: 1957, Reconstructed: 1994
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 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: 12 m = 39.4 ft
Main Spans: 1 at 10.7 m = 35.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 25.8 m = 84.6 ft (4 Lanes) and Out-To-Out: 27.4 m = 89.9 ft for a 25.8 m = 84.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Chicopee [13660]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
MM 46.6 ON I-90

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 89.4 metric ton = 98.3 tons (Load Factor(LF) [1])
Inventory: 53.5 metric ton = 58.9 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: January 2021 [0121] 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: 8896 (2017) and Trucks: 12%
Future ADT: 51060 (In 2032 )