ST116 ST141/CABOT over COMB CONN RIV & PVRR (Route: 116)
Num:C1301213RDOT634x
Open: no restriction [A]
Built: 1891, Reconstructed: 2015
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel [3] Girder and floorbeam system [03]
Deck: Other [9] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 243.7 m = 799.6 ft
Main Spans: 4 at 51.8 m = 170.0 ft
Approach Spans: 2
Skew: 7
Width, Roadway: 8.3 m = 27.2 ft (2 Lanes) and Out-To-Out: 9.3 m = 30.5 ft for a 8.3 m = 27.2 ft approaching roadway.
Vertical Clearance: 4.04 m = 13.3 ft and Navigational Clearance: 9.1 m = 29.9 ft

Location
Chicopee [13660]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
AT CHICOPEE-HOLYOKE T.L.

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 44.4 metric ton = 48.8 tons (Load Factor(LF) [1])
Inventory: 26.6 metric ton = 29.3 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 corrrective action [3]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 1999 [1099] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 1.3 km = 0.8 mi
Traffic
ADT: 17700 (2017) and Trucks: 5%
Future ADT: 23690 (In 2032 )

ST116 /ST141/CABOT over WATER THIRD LEVEL CANAL (Route: 116)
Num:H21008124DOTNBIx
Open: no restriction [A]
Built: 1894, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Masonry [8] 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: 30.5 m = 100.1 ft
Main Spans: 3 at 9.5 m = 31.2 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 18.3 m = 60.0 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
Holyoke [30840]: Hampden County [013], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 2
AT JCT S CANAL ST.

Condition
Deck: Not Applicable [N]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 43.3 metric ton = 47.6 tons (Allowable Stress(AS) [2])
Inventory: 43.3 metric ton = 47.6 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 2020 [0920] 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: 24568 (2018) and Trucks: 10%
Future ADT: 15929 (In 2031 )