US 00005 ML over OMPOMPANOOSUC RIVER (Route: 5)
Num:200113008114112x
Open: no restriction [A]
Built: 1937, Reconstructed: 1993
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 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: 78 m = 255.9 ft
Main Spans: 3 at 25.6 m = 84.0 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 8.7 m = 28.5 ft (2 Lanes) and Out-To-Out: 9.4 m = 30.8 ft for a 10.1 m = 33.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwich [52900]: Windsor County [027], Vermont [50]
Owned by State Highway Agency [01], DOT District: 4
0.1 MI S JCT. VT.132

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 68.4 metric ton = 75.2 tons (Allowable Stress(AS) [2])
Inventory: 40.5 metric ton = 44.6 tons (Allowable Stress(AS) [2])

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 minimum criteria [6] 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:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 1500 (2018) and Trucks: 6%
Future ADT: 1575 (In 2028 )

I 00091 ML over I 91 OVER TH 3 OMPOMR (Route: 91)
Num:200091051N14112x
Open: no restriction [A]
Built: 1970, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 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: 76.2 m = 250.0 ft
Main Spans: 2 at 37.2 m = 122.1 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 12 m = 39.4 ft (2 Lanes) and Out-To-Out: 13.3 m = 43.6 ft for a 11.9 m = 39.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwich [52900]: Windsor County [027], Vermont [50]
Owned by State Highway Agency [01], DOT District: 4
4.0 MI S EXIT 14

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 89.1 metric ton = 98.0 tons (Load Factor(LF) [1])
Inventory: 58.5 metric ton = 64.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: May 2020 [0520] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 10200 (2018) and Trucks: 13%
Future ADT: 10710 (In 2028 )

I 00091 ML over I 91 OVER TH 3 OMPOMR (Route: 91)
Num:200091051S14112x
Open: no restriction [A]
Built: 1970, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 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: 76.2 m = 250.0 ft
Main Spans: 2 at 37.2 m = 122.1 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 12 m = 39.4 ft (2 Lanes) and Out-To-Out: 13.3 m = 43.6 ft for a 11.9 m = 39.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwich [52900]: Windsor County [027], Vermont [50]
Owned by State Highway Agency [01], DOT District: 4
4.0 MI S EXIT 14

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 89.1 metric ton = 98.0 tons (Load Factor(LF) [1])
Inventory: 58.5 metric ton = 64.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: May 2020 [0520] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 10200 (2018) and Trucks: 13%
Future ADT: 10710 (In 2028 )